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6255 NYGAARD ST; ; AS110037; Permit
uity OT uarisoaa Sprinkler Permit Permit No: AS110037 Job Address: 6255 NYGAARD ST Permit Type: SPRINK Parcel No: 2131900200 Lot #: 0 Status: ISSUED Applied 3/8/2011 Approved: 3/8/2011 Reference No.: Issued: 3/8/2011 PC #: Inspector: Project Title: BRESSI RANCH ASSISTED LIVING FOUR FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: PARAMOUNT FIRE SYSTEMS, INC. P.O. BOX 713194 SANTEE, CA 619-562-6247 Owner: BRESSI DEVELOPMENT L L C C/O HEALTH CARE GROUP 9619 CHESAPEAKE DR #103 SAN DIEGO CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 260 0 260 0 FILE r7y Paramount FIRE S VS TEMS, INC Bressi Ranch Assisted Living Facility 6255 Nygaard Street Carlsbad, CA, 92009 Remote Area 1 Remote Area 2 Remote Area 3 Remote Area 4 Remote Area 5 Remote Area 6 Remote Area 7 Water Flow Data Backflow Data AUTOMATIC WET FIRE SPRINKLER SYSTEM Calculation Submittal Table of Contents Basement Storage Kitchen Lobby Residential Unit Attic Attic Attic AP' VED AS SUBMITTED L7JIMI SB D FIRE )EPARTM Wt 9834 River St. Lakeside Ca. 92040 OH Group II OH Group I Light Hazard Light Hazard Light Hazard Light Hazard Light Hazard These plans have been reviewed for apparent compliance with the eLirreni applicable codes and standards in force in the junsdietion. The owner or contractor may uiili,e this review in support of in application lor a hiiililii permmnt with the express understanding titat this review in no way relieves the owner or contractor or their prolessiottal engineer or architect lr sole responsibility for full compliance with said codes and standards. imcl uding the building code or lot any respohtsi hilt for deficiencies. errors. otttissions or itegi igetice ill I hese Plans whether or not IliLteil in this review. Date: /2/// Reviewer: RECOMMENI)AppIfflvAI RECOMMEND APPROVAL. AS NOTED TILE Cüpy PARAMOUNT FIRE SYSTEMS, INC. 9834 RIVER STREET LAKESIDE, CA 92040 LICENSE #C16-788204 HYDRAULIC CALCULATIONS FOR BRESSI RANCH - ASSISTED LIVING FACILITY 6255 NYGAARD STREET CARLSBAD, CALIFORNIA 92009 REMOTE AREA 1, BASEMENT STORAGE FILE NUMBER: BRESSI AREA 1.SDF DATE: 2/18/2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GRP. II DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1017 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 14 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 369.1 gpm TOTAL WATER REQUIRED (including hose): 619.1 gpm (250 gpm Hose Allow) FLOW AND PRESSURE (@ NODE BOR) : 369.1 gpm @ 52.5 Psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 5.6 DESIGN/LAYOUT BY: PARAMOUNT FIRE SYSTEMS, INC. AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75.0 psi (67.5 psi @ 90%) RESIDUAL: 70.0 psi (63.0 psi @ 90%) FLOW: 1190 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST: 11/15/10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA i.SDF JOB TITLE: BRESSI ASSISTED LIVING, BSMT STORAGE AREA 1, .20/1017 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1190.0 66.2 619.1 60.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 619.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 369.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 60.9 469.1 DCIN 2.0 - - - - 58.2 - - - DCOUT 2.0 - - - - 54.2 Ui -1.0 - - - - 54.6 - - - DIP -1.0 - - - - 53.5 - - - BOR 1.0 HOSE STREAM 52.5 100.0 TOR 10.7 - - - - 46.5 - - - 1 11.6 - - - - 42.9 - - - 2 11.6 - - - - 38.9 - - - 3 11.6 - - - - 31.1 - - - 4 11.6 - - - - 29.6 - - - 5 11.6 - - - - 28.8 - - - 6 11.6 - - - 28.3 - - - 7 11.6 - - - - 28.2 - - - 8 11.6 - - - - 28.1 - - - 9 11.6 - - - - 28.1 - - - 10 11.6 - - - - 38.1 - - - 101 11.6 K= 5.60 32.7 32.0 102 11.6 K= 5.60 25.2 28.1 103 11.6 K= 5.60 23.6 27.2 104 11.6 K= 5.60 24.2 27.6 105 11.6 K= 5.60 21.6 26.0 106 11.6 K= 5.60 17.8 23.6 107 11.6 K= 5.60 16.4 22.7 108 11.6 K= 5.60 27.0 29.1 109 11.6 K= 5.60 19.9 25.0 110 11.6 K= 5.60 18.0 23.7 111 11.6 K= 5.60 25.7 28.4 112 11.6 K= 5.60 18.6 24.1 113 11.6 K= 5.60 17.3 23.3 114 11.6 K= 5.60 25.6 28.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA i.SDF JOB TITLE: BRESSI ASSISTED LIVING, BSMT STORAGE AREA 1, .20/1017 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (Fl) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 469.1 7.758 PL 30.00 PF 0.5 SRC -3.0 SRCE 60.9 (N/A) 3.2 150 FTG T2LG PE -2.2 DCIN 2.0 0.0 58.2 0.0 0.002 TL 285.59 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DCIN 2.0 0.0 58.2 0.0 4.0 psi, 469.1 gpm DCOUT 2.0 0.0 54.2 0.0 Pipe: 3 469.1 5.914 PL 83.00 PF 1.0 DCOUT 2.0 0.0 54.2 0.0 5.5 150 FTG T2L PE 1.3 Ui -1.0 0.0 54.6 0.0 0.006 TL 147.15 PV Pipe: 4 469.1 5.914 PL 140.00 PF 1.1 Ui -1.0 0.0 54.6 0.0 5.5 150 FTG 2L PE 0.0 DIP -1.0 0.0 53.5 0.0 0.006 TL 164.06 PV Pipe: 5 469.1 6.400 PL 8.00 PF 0.1 DIP -1.0 0.0 53.5 0.0 4.7 140 FTG L PE -0.9 BOR 1.0 H.S. 52.5 100.0 0.005 TL 22.00 PV Pipe: 6 369.1 3.314 PL 9.66 PF 1.8 BOR 1.0 H.S. 52.5 100.0 13.7 120 FTG L PE -4.2 TOR 10.7 0.0 46.5 0.0 0.106 TL 16.94 PV Pipe: 7 369.1 3.314 PL 9.00 PF 3.3 TOR 10.7 0.0 46.5 0.0 13.7 120 FTG 3L FE -0.4 1 11.6 0.0 42.9 0.0 0.106 TL 30.84 PV Pipe: 8 369.1 2.703 PL 13.92 PF 4.0 1 11.6 0.0 42.9 0.0 20.6 120 FTG ---- PE 0.0 2 11.6 0.0 38.9 0.0 0.285 TL 13.92 PV Pipe: 9 337.1 2.703 PL 7.50 PF 7.8 2 11.6 0.0 38.9 0.0 18.8 120 FTG 4L PS 0.0 3 11.6 0.0 31.1 0.0 0.241 IL 32.37 PV Pipe: 10 281.7 2.703 FL 9.00 FE' 1.6 3 11.6 0.0 31.1 0.0 15.8 120 FIG ---- FE 0.0 4 11.6 0.0 29.6 0.0 0.173 IL 9.00 PV Pipe: 11 181.9 2.703 PL 10.50 PF 0.8 4 11.6 0.0 29.6 0.0 10.2 120 FTG ---- PE 0.0 5 11.6 0.0 28.8 0.0 0.077 TL 10.50 PV Pipe: 12 152.8 2.703 FL 8.60 PF 0.5 5 11.6 0.0 28.8 0.0 8.5 120 FIG ---- FE 0.0 6 11.6 0.0 28.3 0.0 0.056 TL 8.60 PV Pipe: 13 104.1 2.703 FL 3.00 PF 0.1 6 11.6 0.0 28.3 0.0 5.8 120 FIG ---- FE 0.0 7 11.6 0.0 28.2 0.0 0.027 IL 3.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 1.SDF JOE TITLE: BRESSI ASSISTED LIVING, BSMT STORAGE AREA 1, .20/1017 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 75.7 2.703 PL 7.58 PF 0.1 7 11.6 0.0 28.2 .0.0 4.2 120 FTG ---- PE 0.0 8 11.6 0.0 28.1 0.0 0.015 TL 7.58 PV Pipe: 15 28.3 2.703 PL 2.42 PF 0.0 8 11.6 0.0 28.1 0.0 1.6 120 FTG ---- PE 0.0 9 11.6 0.0 28.1 0.0 0.002 TL 2.42 PV Pipe: 16 32.0 1.408 PL 4.50 PF 0.8 2 11.6 0.0 38.9 0.0 6.6 120 FTG T PE 0.0 10 11.6 0.0 38.1 0.0 0.074 TL 11.12 PV Pipe: 17 32.0 1.080 PL 20.00 PF 5.4 10 11.6 0.0 38.1 0.0 11.2 120 FTG PE 0.0 101 11.6 5.6 32.7 32.0 0.270 TL 20.00 PV Pipe: 18 55.4 1.080 PL 2.17 PF 5.9 3 11.6 0.0 31.1 0.0 19.4 120 FTG T PE 0.0 102 11.6 5.6 25.2 28.1 0.742 TL 7.93 PV Pipe: 19 27.2 1.080 PL 8.00 PF 1.6 102 11.6 5.6 25.2 28.1 9.5 120 FTG ---- PE 0.0 103 11.6 5.6 23.6 27.2 0.200 TL 8.00 PV Pipe: 20 99.8 1.408 PL 2.17 PP 5.3 4 11.6 0.0 29.6 0.0 20.6 120 FTG T PE 0.0 104 11.6 5.6 24.2 27.6 0.608 TL 8.79 PV Pipe: 21 72.3 1.408 PL 8.00 PP 2.7 104 11.6 5.6 24.2 27.6 14.9 120 FTG ---- PE 0.0 105 11.6 5.6 21.6 26.0 0.334 TL 8.00 PV Pipe: 22 46.3 1.408 PL 12.50 PP 3.8 105 11.6 5.6 21.6 26.0 9.5 120 FTG 4E PE 0.0 106 11.6 5.6 17.8 23.6 0.146 TL 25.73 PV Pipe: 23 22.7 1.080 PL 10.00 PF 1.4 106 11.6 5.6 17.8 23.6 7.9 120 FTG ---- PE 0.0 107 11.6 5.6 16.4 22.7 0.142 TL 10.00 PV Pipe: 24 29.1 1.080 PL 2.17 PF 1.8 5 11.6 0.0 28.8 0.0 10.2 120 FTG T PE 0.0 108 11.6 5.6 27.0 29.1 0.226 TL 7.93 PV Pipe: 25 48.7 1.080 PL 6.33 PP 8.4 6 11.6 0.0 28.3 0.0 17.0 120 FTG ET PE 0.0 109 11.6 5.6 19.9 25.0 0.585 TL 14.40 PV Pipe: 26 23.7 1.080 PL 12.25 PF 1.9 109 11.6 5.6 19.9 25.0 8.3 120 FTG ---- PE 0.0 110 11.6 5.6 18.0 23.7 0.155 TL 12.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA l.SDF JOB TITLE: BRESSI ASSISTED LIVING, BSMT STORAGE AREA 1, .20/1017 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 28.4 1.080 PL 3.58 PF 2.5 7 11.6 0.0 28.2 0.0 9.9 120 FTG ET FE 0.0 111 11.6 5.6 25.7 28.4 0.216 TL 11.65 PV Pipe: 28 47.4 1.080 PL 9.00 PF 9.5 8 11.6 0.0 28.1 0.0 16.6 120 FTG ET PE 0.0 112 11.6 5.6 18.6 24.1 0.557 TL 17.07 PV Pipe: 29 23.3 1.080 PL 8.67 PF 1.3 112 11.6 5.6 18.6 24.1 8.2 120 FTG ---- FE 0.0 113 11.6 5.6 17.3 23.3 0.149 TL 8.67 PV Pipe: 30 28.3 1.080 FL 3.58 PF 2.5 9 11.6 0.0 28.1 0.0 9.9 120 FTG ET PE 0.0 114 11.6 5.6 25.6 28.3 0.215 TL 11.65 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.144 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 20.6 ft/sec at pipe 8. 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 LngE1l 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 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 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 5.914 12.38 26.53 7.96 28.30 8.84 2.65 24.76 24.76 26.53 7.758 46.43 99.50 29.85 106.13 33.17 9.95 92.87 92.87 99.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA l.SDF JOB TITLE: BRESSI ASSISTED LIVING, BSMT STORAGE AREA 1, .20/1017 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatViv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0 0 (N cD 0 0 0 0 '-4 I 0 0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 1.SDF JOB TITLE: BRESSI ASSISTED LIVING, BSMT STORAGE AREA 1, .20/1017 0 0 0 0 0 0 0 0 (D 0 0 0 C) 0 0 C) 0 0 LCD () (N 0c9r.1 QL4 C4 W 0 Cl)r) - DU) -H- - PARAMOUNT FIRE SYSTEMS, INC. 9834 RIVER STREET LAKESIDE, CA 92040 LICENSE #C16-788204 HYDRAULIC CALCULATIONS FOR BRESSI RANCH - ASSISTED LIVING FACILITY 6255 NYGAARD STREET CARLSBAD, CALIFORNIA 92009 REMOTE AREA 2, KITCHEN FILE NUMBER: BRESSI AREA 2.SDF DATE: 2/18/2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GRP. I 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: .15 gpm/sq. ft. 1150 sq. ft. 13 sprinklers 313.9 gpm 563.9 gpm (250 gpm Hose Allow) 313.9 gpm @ 51.9 psi PARAMOUNT FIRE SYSTEMS, INC. CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75.0 Psi (67.5 psi @ 90%) RESIDUAL: 70.0 psi (63.0 psi @ 90%) FLOW: 1190 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST: 11/15/10 NOTE: AN ADDITIONAL ONE FOOT OF CPVC PIPING HAS BEEN ADDED TO THE HYDRAULIC CALCULATIONS (FITTINGS COLUMN) FOR EACH CPVC "TEE-ON-THE- RUN." CPVC FITTINGS HAVE BEEN REPRESENTED AS EQUIVALENT LENGTHS OF PIPE IN THE FITTINGS COLUMN PER BLAZEMASTER SPECIFICATIONS IN THE HYDRAULIC CALCULATIONS. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF .JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 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 67.5 63.0 1190.0 66.4 563.9 58.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 563.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 313.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 58.7 413.9 DCIN 2.0 - - - - 56.1 - - - DCOUT 2.0 - - - - 53.1 Ui -1.0 - - - - 53.7 - - - DIP -1.0 - - - - 52.8 - - - BOR 1.0 HOSE STREAM 51.9 100.0 TOR 10.7 - - - - 46.4 - - - 1 11.6 - - - - 43.6 - - - BSMT 11.6 - - - - 41.0 - - - ROOF 24.3 - - - - 33.9 - - - 11 24.3 - - - - 33.3 - - - 12 24.3 - - - - 30.6 - - - 13 24.3 - - - - 30.4 - - - 14 24.3 - - - - 30.1 - - - 15 24.3 - - - - 30.0 - - - 16 24.3 - - - - 30.0 - - - 17 24.3 - - - - 23.8 - - - 18 23.5 - - - - 13.0 - - - 19 23.5 - - - - 12.6 - - - 20 23.5 - - - - 21.9 - - - 21 23.5 - - - - 19.0 - - - 22 23.5 - - - - 18.8 - - - 23 23.5 - - - - 16.9 - - - 24 23.5 - - - - 29.1 - - - 201 22.0 K= 5.60 22.8 26.8 202 22.0 K= 5.51 14.2 20.8 203 22.0 K= 5.60 12.3 19.7 204 22.0 K= 5.51 13.4 20.2 205 22.0 K= 5.60 12.1 19.5 206 22.0 K= 5.60 26.9 29.1 207 22.0 K= 5.60 26.8 29.0 208 22.0 K= 5.60 20.8 25.5 209 22.0 K= 5.51 20.2 24.8 210 22.0 K= 5.60 18.6 24.1 211 22.0 K= 5.51 18.0 23.3 212 22.0 K= 5.60 15.8 22.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (Fl) (PSI) (GPM) 213 22.0 K= 5.60 26.6 28.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 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: 1 413.9 7.758 PL 30.00 PF 0.4 SRC -3.0 SRCE 58.7 (N/A) 2.8 150 FTG T2LG PE -2.2 DCIN 2.0 0.0 56.1 0.0 0.001 TL 285.59 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DCIN 2.0 0.0 56.1 0.0 3.0 psi, 413.8 gpm DCOUT 2.0 0.0 53.1 0.0 Pipe: 3 413.8 5.914 PL 83.00 PF 0.8 DCOUT 2.0 0.0 53.1 0.0 4.8 150 FTG T2L PE 1.3 Ui -1.0 0.0 53.7 0.0 0.005 TL 147.15 PV Pipe: 4 413.8 5.914 PL 140.00 PF 0.8 Ui -1.0 0.0 53.7 0.0 4.8 150 FTG 2L PE 0.0 DIP -1.0 0.0 52.8 0.0 0.005 IL 164.06 PV Pipe: 5 413.8 6.400 PL 8.00 PF 0.1 DIP -1.0 0.0 52.8 0.0 4.1 140 FTG L PE -0.9 BOR 1.0 H.S. 51.9 100.0 0.004 TL 22.00 PV Pipe: 6 313.8 3.314 PL 9.66 PF 1.3 BOR 1.0 H.S. 51.9 100.0 11.7 120 FTG L PE -4.2 TOR 10.7 0.0 46.4 0.0 0.078 IL 16.94 PV Pipe: 7 313.8 3.314 PL 9.00 PF 2.4 TOR 10.7 0.0 46.4 0.0 11.7 120 FIG 3L PE -0.4 1 11.6 0.0 43.6 0.0 0.078 IL 30.84 PV Pipe: 8 313.8 3.314 PL 3.08 PF 2.5 1 11.6 0.0 43.6 0.0 11.7 120 FIG IL PE 0.0 BSMT 11.6 0.0 41.0 0.0 0.078 IL 32.20 PV Pipe: 9 313.8 3.314 PL 12.75 PF 1.6 BSMT 11.6 0.0 41.0 0.0 11.7 120 FIG L PE -5.5 ROOF 24.3 0.0 33.9 0.0 0.078 IL 20.03 PV Pipe: 10 313.8 3.314 PL 0.92 PF 0.6 ROOF 24.3 0.0 33.9 0.0 11.7 120 FIG L PS 0.0 ii 24.3 0.0 33.3 0.0 0.078 IL 8.20 PV Pipe: 11 313.8 3.314 PL 13.17 PF 2.7 11 24.3 0.0 33.3 0.0 11.7 120 FIG I PE 0.0 12 24.3 0.0 30.6 0.0 0.078 IL 35.01 PV Pipe: 12 207.0 3.314 PL 6.00 PF 0.2 12 24.3 0.0 30.6 0.0 7.7 120 FTG ---- FE 0.0 13 24.3 0.0 30.4 0.0 0.036 IL 6.00 PV Pipe: 13 177.9 3.314 PL 8.00 PF 0.2 13 24.3 0.0 30.4 0.0 6.6 120 FIG ---- PE 0.0 14 24.3 0.0 30.1 0.0 0.027 IL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 148.9 3.314 PL 6.00 PF 0.1 14 24.3 0.0 30.1 0.0 5.5 120 FTG ---- PE 0.0 15 24.3 0.0 30.0 0.0 0.020 TL 6.00 PV Pipe: 15 28.9 3.314 PL 12.00 PF 0.0 15 24.3 0.0 30.0 0.0 1.1 120 FTG ---- PE 0.0 16 24.3 0.0 30.0 0.0 0.001 TL 12.00 PV Pipe: 16 106.8 1.598 PL 10.00 PF 6.8 12 24.3 0.0 30.6 0.0 17.1 150 FTG ET PE 0.0 17 24.3 0.0 23.8 0.0 0.246 TL 27.48 PV Pipe: 17 26.8 1.101 FL 3.50 PF 2.0 17 24.3 0.0 23.8 0.0 9.0 150 FTG ET PE 1.0 201 22.0 5.6 22.8 26.8 0.117 TL 16.89 PV Pipe: 18 80.1 1.101 PL 12.00 PF 10.6 17 24.3 0.0 23.8 0.0 27.0 150 FTG ---- PE 1.0 202 22.0 5.5 14.2 20.8 0.886 TL 12.00 PV Pipe: 19 59.3 1.598 PL 6.00 PF 0.5 202 22.0 5.5 14.2 20.8 9.5 150 FTG ---- PE -0.6 18 23.5 0.0 13.0 0.0 0.083 TL 6.00 PV Pipe: 20 19.7 1.101 PL 7.50 PF 1.4 18 23.5 0.0 13.0 0.0 6.6 150 FTG ET PE 0.6 203 22.0 5.6 12.3 19.7 0.066 TL 20.89 PV Pipe: 21 39.7 1.394 PL 4.00 PF 0.3 18 23.5 0.0 13.0 0.0 8.3 150 FTG ---- PE 0.6 204 22.0 5.5 13.4 20.2 0.076 TL 4.00 PV Pipe: 22 19.5 1.394 PL 8.00 PF 0.2 204 22.0 5.5 13.4 20.2 4.1 150 FTG ---- PE -0.6 19 23.5 0.0 12.6 0.0 0.021 TL 8.00 PV Pipe: 23 19.5 1.101 PL 3.50 PF 1.1 19 23.5 0.0 12.6 0.0 6.6 150 FTG ET PE 0.6 205 22.0 5.6 12.1 19.5 0.065 TL 16.89 PV Pipe: 24 29.1 1.101 FL 11.50 PF 4.4 13 24.3 0.0 30.4 0.0 9.8 150 FTG 3ET FE 1.0 206 22.0 5.6 26.9 29.1 0.136 TL 32.54 PV Pipe: 25 29.0 1.101 FL 11.50 PF 4.4 14 24.3 0.0 30.1 0.0 9.8 150 FTG 3ET PE 1.0 207 22.0 5.6 26.8 29.0 0.135 TL 32.54 PV Pipe: 26 120.1 1.598 FL 10.17 PF 8.4 15 24.3 0.0 30.0 0.0 19.2 150 FTG ET PE 0.4 20 23.5 0.0 21.9 0.0 0.305 TL 27.65 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 25.5 1.101 PL 3.50 PF 1.8 20 23.5 0.0 21.9 0.0 8.6 150 FTG ET PE 0.6 208 22.0 5.6 20.8 25.5 0.107 TL 16.89 PV Pipe: 28 94.5 1.598 PL 12.00 PF 2.4 20 23.5 0.0 21.9 0.0 15.1 150 FTG ---- PE 0.6 209 22.0 5.5 20.2 24.8 0.196 TL 12.00 PV Pipe: 29 69.7 1.598 PL 5.42 PF 0.6 209 22.0 5.5 20.2 24.8 11.2 150 FTG ---- FE -0.6 21 23.5 0.0 19.0 0.0 0.112 TL 5.42 PV Pipe: 30 69.7 1.394 PL 0.58 PF 0.1 21 23.5 0.0 19.0 0.0 14.7 150 FTG ---- PE 0.0 22 23.5 0.0 18.8 0.0 0.217 TL 0.58 PV Pipe: 31 24.1 1.101 FL 5.50 PF 0.9 22 23.5 0.0 18.8 0.0 8.1 150 FTG E FE 0.6 210 22.0 5.6 18.6 24.1 0.096 TL 9.33 PV Pipe: 32 45.6 1.394 PL 6.00 PF 1.5 22 23.5 0.0 18.8 0.0 9.6 150 FTG T PE 0.6 211 22.0 5.5 18.0 23.3 0.099 TL 15.52 PV Pipe: 33 22.2 1.394 PL 11.50 PF 0.4 211 22.0 5.5 18.0 23.3 4.7 150 FTG E FE -0.6 23 23.5 0.0 16.9 0.0 0.026 TL 16.26 PV Pipe: 34 22.2 1.101 PL 2.00 PF 1.7 23 23.5 0.0 16.9 0.0 7.5 150 FTG 2T FE 0.6 212 22.0 5.6 15.8 22.2 0.083 TL 21.13 PV Pipe: 35 28.9 1.394 PL 16.17 PF 1.3 16 24.3 0.0 30.0 0.0 6.1 150 FTG ET FE 0.4 24 23.5 0.0 29.1 0.0 0.043 TL 30.45 PV Pipe: 36 28.9 1.101 FL 11.50 PF 3.1 24 23.5 0.0 29.1 0.0 9.7 150 FTG 3E FE 0.6 213 22.0 5.6 26.6 28.9 0.134 TL 22.98 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.188 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 Total pressure at each node is used in balancing the system. Maximum water velocity is 27.0 ft/sec at pipe 18. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.FIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngE11 ChkVlv BfyVlv GatVlv AimChk DFVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 1.598 3.86 7.71 1.93 8.68 5.79 0.96 9.64 9.64 7.71 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 5.914 12.38 26.53 7.96 28.30 8.84 2.65 24.76 24.76 26.53 7.758 46.43 99.50 29.85 106.13 33.17 9.95 92.87 92.87 99.50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEli ChkVlv BfyVlv GatViv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0 0 0 (N 0 0 0 O ' 0 0 0 C') 0 0 0 0 0 CD 0 0 0 0 C) C) co N Q0 U) C) c C) C) U) 0 0 (N U) -H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 WATER SUPPLY CURVE 72+ 66+ 0 \\\\\\\\ \\\\\\\\ I * <-63.0 psi @ 1190 gpm I Flow Test Point 60+ I X 54+ P 48+ R I E I S I 5 42+ U I R I E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply 58.69 psi @ 563.9 gpm 6+ I 0 = Available Water Supply I 66.37 psi @ 563.9 gpm I, ------------------------------------------ * -----------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 2.SDF .JOB TITLE: BRESSI ASSISTED LIVING, KITCHEN AREA 2, .15/1150 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor 202 5.60 7.00 1.101 ----------------------------------------------------------------------- 1.50 E 4.03 120.00 5.51 PARAMOUNT FIRE SYSTEMS, INC. 9834 RIVER STREET LAKESIDE, CA 92040 LICENSE #C16-788204 HYDRAULIC CALCULATIONS FOR BRESSI RANCH - ASSISTED LIVING FACILITY 6255 NYGAARD STREET CARLSBAD, CALIFORNIA 92009 REMOTE AREA 3, LOBBY FILE NUMBER: BRESSI AREA 3.SDF DATE: 2/18/2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 1100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 224.8 gpm TOTAL WATER REQUIRED (including hose): 324.8 gpm (100 gpm Hose Allow) FLOW AND PRESSURE (@ NODE BOR) : 224.8 gpm @ 48.1 Psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 5.6 DESIGN/LAYOUT BY: PARAMOUNT FIRE SYSTEMS, INC. AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75.0 psi (67.5 psi @ 90%) RESIDUAL: 70.0 Psi (63.0 psi @ 90%) FLOW: 1190 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST: 11/15/10 NOTE: AN ADDITIONAL ONE FOOT OF CPVC PIPING HAS BEEN ADDED TO THE HYDRAULIC CALCULATIONS (FITTINGS COLUMN) FOR EACH CPVC "TEE-ON-THE- RUN." CPVC FITTINGS HAVE BEEN REPRESENTED AS EQUIVALENT LENGTHS OF PIPE IN THE FITTINGS COLUMN PER BLAZEMASTER SPECIFICATIONS IN THE HYDRAULIC CALCULATIONS. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF .JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 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 67.5 63.0 1190.0 67.1 324.8 54.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 324.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 224.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (Fl) (PSI) (GPM) SRC -3.0 SOURCE 54.2 324.8 DCIN 2.0 - - - - 51.8 - - - DCOUT 2.0 - - - - 48.8 Ui -1.0 - - - - 49.6 - - - DIP -1.0 - - - - 49.1 - - - BOR 1.0 HOSE STREAM 48.1 100.0 TOR 10.7 - - - - 43.2 - - - 1 11.6 - - - - 41.5 - - - BSMT 11.6 - - - - 40.2 - - - ROOF 24.3 - - - - 33.8 - - - ii 24.3 - - - - 33.5 - - - 25 24.3 - - - - 33.4 - - - 26 24.3 - - - - 31.9 - - - 27 26.3 - - - - 30.2 - - - 28 24.3 - - - - 30.7 - - - 29 24.3 - - - - 30.6 - - - 30 24.3 - - - - 26.3 - - - 31 24.3 - - - - 26.0 - - - 32 24.3 - - - - 25.8 - - - 33 24.3 - - - - 25.3 - - - 34 24.3 - - - - 24.9 - - - 35 24.3 - - - - 24.9 - - - 36 24.3 - - - - 24.9 - - - 37 27.3 - - - - 31.9 - - - 38 31.0 - - - - 28.0 - - - 39 31.0 - - - - 27.6 40 31.0 - - - - 18.5 - - - 41 31.0 - - - - 18.6 - - - 42 31.0 - - - - 18.7 - - - 43 31.0 - - - - 20.1 - - - 44 26.2 - - - - 14.0 - - - 45 26.2 - - - - 14.2 - - - 46 26.2 - - - - 17.1 - - - 47 31.0 - - - - 10.8 - - - 48 31.0 - - - - 11.8 - - - 49 31.0 - - - - 12.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 50 31.0 - - - - 9.7 - - - 51 31.0 - - - - 9.2 - - - 52 23.5 - - - - 12.4 - - - 52A 23.5 - - - - 12.9 - - - 53 23.5 - - - - 15.4 - - - 54 23.5 - - - - 10.4 - - - 54A 23.5 - - - - 10.0 - - - 55 23.5 - - - - 10.0 - - - 56 23.5 - - - - 9.8 - - - 57 23.5 - - - - 9.9 - - - 58 23.5 - - - - 10.3 - - - 59 32.0 - - - - 15.3 - - - 60 36.0 - - - - 12.5 - - - 61 32.0 - - - - 12.6 - - - 62 32.0 - - - - 12.6 - - - 63 36.0 - - - - 12.7 - - - 301 25.5 K= 5.60 13.7 20.7 302 30.5 K= 5.45 9.1 16.4 303 30.5 K= 5.45 7.6 15.0 304 30.5 K= 5.45 7.0 14.4 305 30.5 K= 5.60 11.4 18.9 306 30.5 K= 5.60 9.4 17.1 307 30.5 K= 5.60 8.8 16.7 308 23.0 K= 5.60 11.3 18.8 309 22.3 K= 5.60 10.0 17.7 310 23.0 K= 5.60 9.6 17.3 311 23.0 K= 5.60 9.3 17.1 312 23.0 K= 5.60 9.4 17.2 313 23.0 K= 5.60 9.7 17.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF .JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 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: 1 324.8 7.758 PL 30.00 PP 0.3 SRC -3.0 SRCE 54.2 (N/A) 2.2 150 FTG T2LG FE -2.2 DCIN 2.0 0.0 51.8 0.0 0.001 TL 285.59 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DCIN 2.0 0.0 51.8 0.0 3.0 psi, 324.8 gpm DCOUT 2.0 0.0 48.8 0.0 Pipe: 3 324.8 5.914 PL 83.00 PF 0.5 DCOUT 2.0 0.0 48.8 0.0 3.8 150 FTG T2L FE 1.3 Ui -1.0 0.0 49.6 0.0 0.003 TL 147.15 PV Pipe: 4 324.8 5.914 PL 140.00 PF 0.5 Ui -1.0 0.0 49.6 0.0 3.8 150 FTG 2L PE 0.0 DIP -1.0 0.0 49.1 0.0 0.003 TL 164.06 PV Pipe: 5 324.8 6.400 PL 8.00 PP 0.1 DIP -1.0 0.0 49.1 0.0 3.2 140 FTG L FE -0.9 BOR 1.0 H.S. 48.1 100.0 0.003 TL 22.00 PV Pipe: 6 224.8 3.314 FL 9.66 PF 0.7 BOR 1.0 H.S. 48.1 100.0 8.4 120 FTG L PE -4.2 TOR 10.7 0.0 43.2 0.0 0.042 TL 16.94 PV Pipe: 7 224.8 3.314 FL 9.00 PF 1.3 TOR 10.7 0.0 43.2 0.0 8.4 120 FTG 3L PE -0.4 1 11.6 0.0 41.5 0.0 0.042 TL 30.84 PV Pipe: 8 224.8 3.314 PL 3.08 PF 1.4 1 11.6 0.0 41.5 0.0 8.4 120 FTG TL FE 0.0 BSNT 11.6 0.0 40.2 0.0 0.042 TL 32.20 PV Pipe: 9 224.8 3.314 FL 12.75 PP 0.8 BSMT 11.6 0.0 40.2 0.0 8.4 120 FTG L FE -5.5 ROOF 24.3 0.0 33.8 0.0 0.042 TL 20.03 PV Pipe: 10 224.8 3.314 FL 0.92 PP 0.3 ROOF 24.3 0.0 33.8 0.0 8.4 120 FTG L FE 0.0 11 24.3 0.0 33.5 0.0 0.042 TL 8.20 PV Pipe: ii 66.3 3.314 FL 5.42 FE 0.0 ii 24.3 0.0 33.5 0.0 2.5 120 FTG ---- FE 0.0 25 24.3 0.0 33.4 0.0 0.004 TL 5.42 PV Pipe: 12 158.5 3.314 FL 48.33 PP 1.6 11 24.3 0.0 33.5 0.0 5.9 120 FTG T FE 0.0 26 24.3 0.0 31.9 0.0 0.022 TL 70.17 PV Pipe: 13 158.5 3.314 PL 16.83 PP 0.9 26 24.3 0.0 31.9 0.0 5.9 120 FTG 3L FE -0.9 27 26.3 0.0 30.2 0.0 0.022 TL 38.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 121.7 3.314 FL 13.75 PF 0.4 27 26.3 0.0 30.2 0.0 4.5 120 FTG 2L PE 0.9 28 24.3 0.0 30.7 0.0 0.014 TL 28.31 PV Pipe: 15 68.9 3.314 FL 9.58 PF 0.0 28 24.3 0.0 30.7 0.0 2.6 120 FTG ---- FE 0.0 29 24.3 0.0 30.6 0.0 0.005 TL 9.58 PV Pipe: 16 68.9 2.003 FL 56.25 PF 4.4 29 24.3 0.0 30.6 0.0 7.0 150 FTG 64.0 FE 0.0 30 24.3 0.0 26.3 0.0 0.036 TL 120.25 PV Pipe: 17 52.9 2.003 FL 95.50 PF 4.9 28 24.3 0.0 30.7 0.0 5.4 150 FTG 125.0 FE 0.0 32 24.3 0.0 25.8 0.0 0.022 TL 220.50 PV Pipe: 18 68.9 2.003 FL 6.92 PF 0.3 30 24.3 0.0 26.3 0.0 7.0 150 FTG 1.0 FE 0.0 31 24.3 0.0 26.0 0.0 0.036 IL 7.92 PV Pipe: 19 68.9 2.003 FL 4.75 PF 0.2 31 24.3 0.0 26.0 0.0 7.0 150 FIG 1.0 FE 0.0 32 24.3 0.0 25.8 0.0 0.036 TL 5.75 PV Pipe: 20 121.7 2.003 FL 3.58 PF 0.5 32 24.3 0.0 25.8 0.0 12.4 150 FIG 1.0 FE 0.0 33 24.3 0.0 25.3 0.0 0.104 IL 4.58 PV Pipe: 21 121.7 2.003 FL 2.25 PF 0.3 33 24.3 0.0 25.3 0.0 12.4 150 FIG 1.0 FE 0.0 34 24.3 0.0 24.9 0.0 0.104 IL 3.25 PV Pipe: 22 0.0 2.003 FL 9.00 PF 0.0 34 24.3 0.0 24.9 0.0 0.0 150 FIG 1.0 FE 0.0 35 24.3 0.0 24.9 0.0 0.000 IL 10.00 PV Pipe: 23 0.0 2.003 FL 9.17 PF 0.0 35 24.3 0.0 24.9 0.0 0.0 150 FIG 1.0 FE 0.0 36 24.3 0.0 24.9 0.0 0.000 IL 10.17 PV Pipe: 24 66.3 2.003 FL 3.00 PF 0.2 25 24.3 0.0 33.4 0.0 6.7 150 FIG L FE -1.3 37 27.3 0.0 31.9 0.0 0.034 IL 6.89 PV Pipe: 25 66.3 2.003 FL 45.17 PF 2.7 37 27.3 0.0 31.9 0.0 6.7 150 FIG 34.0 FE -1.6 39 31.0 0.0 27.6 0.0 0.034 TL 79.17 PV Pipe: 26 -36.8 2.003 FL 14.67 PF 0.3 39 31.0 0.0 27.6 0.0 3.7 150 FIG 14.0 PE 0.0 38 31.0 0.0 28.0 0.0 0.011 IL 28.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -36.8 2.003 PL 5.00 PF 0.2 38 31.0 0.0 28.0 0.0 3.7 150 FTG T PE 2.0 27 26.3 0.0 30.2 0.0 0.011 TL 17.96 PV Pipe: 28 103.1 2.003 PL 53.00 PF 9.1 39 31.0 0.0 27.6 0.0 10.5 150 FTG 66.0 FE 0.0 40 31.0 0.0 18.5 0.0 0.077 TL 119.00 PV Pipe: 29 -10.8 2.003 PL 31.00 PF 0.1 40 31.0 0.0 18.5 0.0 1.1 150 FTG 18.0 FE 0.0 41 31.0 0.0 18.6 0.0 0.001 TL 49.00 PV Pipe: 30 -44.1 2.003 FL 7.50 PP 0.2 41 31.0 0.0 18.6 0.0 4.5 150 FTG 2.0 FE 0.0 42 31.0 0.0 18.7 0.0 0.016 TL 9.50 PV Pipe: 31 -121.7 2.003 FL 2.33 PF 1.4 42 31.0 0.0 18.7 0.0 12.4 150 FTG 11.0 FE 0.0 43 31.0 0.0 20.1 0.0 0.104 IL 13.33 PV Pipe: 32 -121.7 2.003 FL 8.67 PF 1.9 43 31.0 0.0 20.1 0.0 12.4 150 FTG 10.0 FE 2.9 34 24.3 0.0 24.9 0.0 0.104 TL 18.67 PV Pipe: 33 33.3 1.101 FL 11.67 PF 6.6 41 31.0 0.0 18.6 0.0 11.2 150 FTG 26.0 FE 2.1 44 26.2 0.0 14.0 0.0 0.175 TL 37.67 PV Pipe: 34 -7.7 1.101 PL 5.67 PF 0.1 44 26.2 0.0 14.0 0.0 2.6 150 FTG 5.0 FE 0.0 45 26.2 0.0 14.2 0.0 0.012 TL 10.67 PV Pipe: 35 -28.4 1.101 FL 20.75 PF 3.0 45 26.2 0.0 14.2 0.0 9.6 150 FIG 2.0 PE 0.0 46 26.2 0.0 17.1 0.0 0.130 TL 22.75 PV Pipe: 36 27.2 1.101 FL 19.50 PP 4.3 46 26.2 0.0 17.1 0.0 9.2 150 FIG 16.0 FE -2.1 47 31.0 0.0 10.8 0.0 0.120 IL 35.50 PV Pipe: 37 -21.6 1.101 FL 12.08 PP 1.0 47 31.0 0.0 10.8 0.0 7.3 150 FIG 1.0 FE 0.0 48 31.0 0.0 11.8 0.0 0.079 IL 13.08 PV Pipe: 38 -40.5 1.101 FL 0.33 PF 0.3 48 31.0 0.0 11.8 0.0 13.7 150 FIG 1.0 FE 0.0 49 31.0 0.0 12.2 0.0 0.251 IL 1.33 PV Pipe: 39 32.8 1.101 FL 8.33 PF 2.4 49 31.0 0.0 12.2 0.0 11.1 150 FIG 6.0 PE 0.0 50 31.0 0.0 9.7 0.0 0.170 IL 14.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 15.7 1.101 PL 10.00 PF 0.6 50 31.0 0.0 9.7 0.0 5.3 150 FTG 3.0 PE 0.0 51 31.0 0.0 9.2 0.0 0.043 TL 13.00 PV Pipe: 41 -1.0 1.101 FL 17.75 PF 0.0 51 31.0 0.0 9.2 0.0 0.3 150 FTG 11.0 PE 3.2 52 23.5 0.0 12.4 0.0 0.000 TL 28.75 PV Pipe: 42 -30.6 1.101 FL 2.00 PF 0.4 52 23.5 0.0 12.4 0.0 10.3 150 FTG 1.0 FE 0.0 52A 23.5 0.0 12.9 0.0 0.149 TL 3.00 PV Pipe: 43 -62.5 1.101 FL 2.50 PF 2.5 52A 23.5 0.0 12.9 0.0 21.1 150 FTG 2.0 FE 0.0 53 23.5 0.0 15.4 0.0 0.560 TL 4.50 PV Pipe: 44 29.6 1.101 FL 4.50 PF 1.3 52 23.5 0.0 12.4 0.0 10.0 150 FTG 5.0 FE 0.2 308 23.0 5.6 11.3 18.8 0.140 TL 9.50 PV Pipe: 45 42.7 1.101 FL 1.58 PF 0.7 308 23.0 5.6 11.3 18.8 14.4 150 FTG 1.0 PE -0.2 54 23.5 0.0 10.4 0.0 0.276 TL 2.58 PV Pipe: 46 25.0 1.101 FL 2.50 PF 0.4 54 23.5 0.0 10.4 0.0 8.4 150 FTG 1.0 FE 0.0 54A 23.5 0.0 10.0 0.0 0.103 IL 3.50 PV Pipe: 47 7.6 1.101 FL 4.33 PF 0.1 54A 23.5 0.0 10.0 0.0 2.6 150 FTG 1.0 FE 0.0 55 23.5 0.0 10.0 0.0 0.011 IL 5.33 PV Pipe: 48 10.6 1.101 FL 5.08 PF 0.1 55 23.5 0.0 10.0 0.0 3.6 150 FTG 1.0 PE 0.0 56 23.5 0.0 9.8 0.0 0.021 IL 6.08 PV Pipe: 49 -6.4 1.101 FL 0.58 FE' 0.0 56 23.5 0.0 9.8 0.0 2.2 150 FIG 1.0 FE 0.0 57 23.5 0.0 9.9 0.0 0.008 IL 1.58 PV Pipe: 50 -23.6 1.101 PL 3.58 PF 0.4 57 23.5 0.0 9.9 0.0 8.0 150 FIG 1.0 FE 0.0 58 23.5 0.0 10.3 0.0 0.092 TL 4.58 PV Pipe: 51 -41.1 1.101 FL 7.25 PF 5.0 58 23.5 0.0 10.3 0.0 13.8 150 FIG 12.0 FE -1.2 44 26.2 0.0 14.0 0.0 0.257 IL 19.25 PV Pipe: 52 48.8 1.101 FL 0.50 PF 2.0 47 31.0 0.0 10.8 0.0 16.5 150 FIG 5.0 PE 0.2 302 30.5 5.5 9.1 16.4 0.355 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 32.4 1.101 PL 8.00 PF 1.5 302 30.5 5.5 9.1 16.4 10.9 150 FTG 1.0 PE 0.0 303 30.5 5.5 7.6 15.0 0.166 TL 9.00 PV Pipe: 54 17.4 1.101 PL 10.00 PF 0.6 303 30.5 5.5 7.6 15.0 5.9 150 FTG 1.0 PE 0.0 304 30.5 5.5 7.0 14.4 0.053 TL 11.00 PV Pipe: 55 3.0 1.101 PL 17.25 PF 0.1 304 30.5 5.5 7.0 14.4 1.0 150 FTG 16.0 PE 3.0 55 23.5 0.0 10.0 0.0 0.002 TL 33.25 PV Pipe: 56 20.7 1.101 PL 1.00 PF 0.8 45 26.2 0.0 14.2 0.0 7.0 150 FTG 10.0 PE 0.3 301 25.5 5.6 13.7 20.7 0.073 TL 11.00 PV Pipe: 57 18.9 1.101 PL 1.00 PF 0.7 48 31.0 0.0 11.8 0.0 6.4 150 FTG 10.0 PE 0.2 305 30.5 5.6 11.4 18.9 0.061 TL 11.00 PV Pipe: 58 17.1 1.101 PL 1.25 PF 0.6 50 31.0 0.0 9.7 0.0 5.8 150 FTG 10.0 PS 0.2 306 30.5 5.6 9.4 17.1 0.051 TL 11.25 PV Pipe: 59 16.7 1.101 PL 1.25 PF 0.5 51 31.0 0.0 9.2 0.0 5.6 150 FTG 10.0 PE 0.2 307 30.5 5.6 8.8 16.7 0.048 TL 11.25 PV Pipe: 60 31.9 1.101 PL 1.00 PF 1.8 52A 23.5 0.0 12.9 0.0 10.8 150 FTG 10.0 PE 0.2 308 23.0 5.6 11.3 18.8 0.162 TL 11.00 PV Pipe: 61 17.7 1.101 PL 6.75 PF 0.9 54 23.5 0.0 10.4 0.0 6.0 150 FTG 10.0 PE 0.5 309 22.3 5.6 10.0 17.7 0.054 TL 16.75 PV Pipe: 62 17.3 1.101 PL 2.50 PF 0.7 54A 23.5 0.0 10.0 0.0 5.8 150 FTG 10.0 PE 0.2 310 23.0 5.6 9.6 17.3 0.052 TL 12.50 PV Pipe: 63 17.1 1.101 PL 5.08 PF 0.8 56 23.5 0.0 9.8 0.0 5.8 150 FTG 10.0 PE 0.2 311 23.0 5.6 9.3 17.1 0.051 TL 15.08 PV Pipe: 64 17.2 1.101 PL 3.08 PF 0.7 57 23.5 0.0 9.9 0.0 5.8 150 FIG 10.0 PE 0.2 312 23.0 5.6 9.4 17.2 0.051 IL 13.08 PV Pipe: 65 17.4 1.101 PL 5.08 PF 0.8 58 23.5 0.0 10.3 0.0 5.9 150 FTG 10.0 PE 0.2 313 23.0 5.6 9.7 17.4 0.053 TL 15.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 113.9 2.003 PL 9.50 PF 2.8 40 31.0 0.0 18.5 0.0 11.6 150 FIG 21.0 PE -0.4 59 32.0 0.0 15.3 0.0 0.092 TL 30.50 PV Pipe: 67 -55.6 2.003 PL 6.00 PF 0.6 46 26.2 0.0 17.1 0.0 5.7 150 FIG 20.0 PE -2.5 59 32.0 0.0 15.3 0.0 0.024 TL 26.00 PV Pipe: 68 58.3 2.003 PL 16.50 PF 1.0 59 32.0 0.0 15.3 0.0 5.9 150 FIG 21.0 PE -1.7 60 36.0 0.0 12.5 0.0 0.027 TL 37.50 PV Pipe: 69 73.3 2.003 PL 19.00 PF 1.7 60 36.0 0.0 12.5 0.0 7.5 150 FIG 22.0 PE 1.7 61 32.0 0.0 12.6 0.0 0.041 TL 41.00 PV Pipe: 70 -73.3 2.003 PL 1.00 PF 0.9 49 31.0 0.0 12.2 0.0 7.5 150 FIG 20.0 PE -0.4 61 32.0 0.0 12.6 0.0 0.041 TL 21.00 PV Pipe: 71 -15.1 2.003 PL 10.50 PF 0.1 60 36.0 0.0 12.5 0.0 1.5 150 FTG 57.0 PE 0.0 63 36.0 0.0 12.7 0.0 0.002 TL 67.50 PV Pipe: 72 -77.6 2.003 PL 25.50 PF 3.9 63 36.0 0.0 12.7 0.0 7.9 150 FIG 60.0 PE 2.2 42 31.0 0.0 18.7 0.0 0.045 IL 85.50 PV Pipe: 73 62.5 2.003 PL 19.50 PF 1.8 63 36.0 0.0 12.7 0.0 6.4 150 FIG 41.0 PE 1.7 62, 32.0 0.0 12.6 0.0 0.030 IL 60.50 PV Pipe: 74 62.5 2.003 PL 8.50 PF 0.9 62 32.0 0.0 12.6 0.0 6.4 150 FIG 20.0 PE 3.7 53 23.5 0.0 15.4 0.0 0.030 IL 28.50 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.109 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.1 ft/sec at pipe 43. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 (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 Eli Tee LngE1i ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 5.914 12.38 26.53 7.96 28.30 8.84 2.65 24.76 24.76 26.53 7.758 46.43 99.50 29.85 106.13 33.17 9.95 92.87 92.87 99.50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEl1 ChkVlv BfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 F:1•Ks] G A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 p s 20.0 i 10.0 [SKI —14.7 WATER SUPPLY ANALYSIS Static: 67.50 psi Resid: 63.00 psi Flow: 1190.0 gpm 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\ERESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 WATER SUPPLY CURVE 72+ 66+ I \\\\\\\\ I * <-63.0 psi @ 1190 gpm I Flow Test Point 60+ 54+ X P 48+ R I E I S I 5 42+ U I R I E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply I 54.20 psi @ 324.8 gpm 6+ I 0 = Available Water Supply IT I 67.09 psi 8 324.8 gpm 11 0++-+---+----+-----+------+ --------+ --------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 3.SDF JOB TITLE: BRESSI ASSISTED LIVING, LOBBY AREA 3, .10/1100 Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor 303 5.60 7.00 1.101 ----------------------------------------------------------------------- 0.50 T 6.83 120.00 5.45 PARAMOUNT FIRE SYSTEMS, INC. 9834 RIVER STREET LAKESIDE, CA 92040 LICENSE #016-788204 HYDRAULIC CALCULATIONS FOR BRESSI RANCH - ASSISTED LIVING FACILITY 6255 NYGAARD STREET CARLSBAD, CALIFORNIA 92009 REMOTE AREA 4, RESIDENTIAL UNIT FILE NUMBER: BRESSI AREA 4.SDF DATE: 2/18/2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD RESIDENTIAL UNITS 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: 10 gpm/sq. ft. 915 sq. ft. 14 sprinklers 285.5 gpm 385.5 gpm (100 gpm Hose Allow) 285.5 gpm @ 58.4 psi 5.6 PARAMOUNT FIRE SYSTEMS, INC. CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75.0 psi (67.5 psi @ 90%) RESIDUAL: 70.0 psi (63.0 psi @ 90%) FLOW: 1190 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST: 11/15/10 NOTE: AN ADDITIONAL ONE FOOT OF CPVC PIPING HAS BEEN ADDED TO THE HYDRAULIC CALCULATIONS (FITTINGS COLUMN) FOR EACH CPVC "TEE-ON-THE- RUN." CPVC FITTINGS HAVE BEEN REPRESENTED AS EQUIVALENT LENGTHS OF PIPE IN THE FITTINGS COLUMN PER BLAZEMASTER SPECIFICATIONS IN THE HYDRAULIC CALCULATIONS. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/17/2011S FILES\ERESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1190.0 66.9 385.5 65.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 385.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 285.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE - PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 65.0 385.5 DCIN 2.0 - - - - 62.4 - - - DCOUT 2.0 - - - - 59.4 - - - Ui -1.0 - - - - 60.1 - - - DIP -1.0 - - - - 59.3 - - - BOR 1.0 HOSE STREAM 58.4 100.0 TOR 10.7 - - - - 53.1 - - - 1 11.6 - - - - 50.7 - - - BSMT 11.6 - - - - 48.6 - - - ROOF 24.3 - - - - 41.7 - - - ii 24.3 - - - - 41.2 - - - 25 24.3 - - - - 41.2 - - - 26 24.3 - - - - 38.6 - - - 27 26.3 - - - - 36.4 - - - 28 24.3 - - - - 36.3 - - - 29 24.3 - - - - 36.2 - - - 30 24.3 - - - - 25.6 - - - 30A 24.3 - - - - 25.5 - - - 31 24.3 - - - - 25.4 - - - 32 24.3 - - - - 25.4 - - - 33 24.3 - - - - 25.1 - - - 34 24.3 - - - - 25.0 - - - 35 24.3 - - - - 24.3 - - - 36 24.3 - - - - 24.1 - - - 37 27.3 - - - - 39.5 - - - 38 31.0 - - - - 34.3 - - - 39 31.0 - - - - 34.3 - - - 40 31.0 - - - - 26.8 - - - 41 31.0 - - - - 23.8 - - - 42 31.0 - - - - 23.2 - - - 43 31.0 - - - •- 22.3 - - - 64 24.3 - - - - 24.9 - - - 65 25.0 - - - - 24.5 - - - 66 24.3 - - - - 23.9 - - - 67 25.0 - - - - 23.6 - - - 68 30.0 - - - - 21.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 69 30.0 - - - - 21.5 - - - 70 31.0 - - - - 16.5 - - - 71 25.3 - - - - 19.1 - - - 72 25.3 - - - - 15.2 - - - 73 24.3 - - - - 19.6 - - - 74 24.3 - - - - 19.6 - - - 75 24.3 - - - - 19.5 - - - 76 24.3 - - - - 19.4 - - - 77 24.3 - - - - 19.3 - - - 78 24.3 - - - - 18.3 - - - 79 24.3 - - - - 16.8 - - - 80 24.3 - - - - 14.4 - - - 81 24.3 - - - - 14.4 - - - 82 24.3 - - - - 14.4 - - - 82A 24.3 - - - - 14.1 - - - 83 24.3 - - - - 13.7 - - - 84 24.3 - - - - 12.4 4.3 24.3 - - - - 13.1 - - - 4.3A 24.3 - - - - 13.0 - - - 4.4 24.3 - - - - 13.0 - - - 4.5 24.3 - - - - 13.4 - - - 4.6 24.3 - - - - 14.6 - - - 4.7 24.3 - - - - 13.9 - - - 4.8 24.3 - - - - 13.8 - - - 4.8A 24.3 - - - - 13.7 - - - 4.9 24.3 - - - - 13.6 - - - 4.10 24.3 - - - - 12.0 - - - 7.1 24.3 - - - - 18.0 - - - 7.2 24.3 - - - - 13.2 - - - 7.3 24.3 - - - - 17.1 - - - 7.5 24.3 - - - - 20.2 - - - 501 31.0 - - - - 19.3 - - - 502 31.0 - - - - 19.0 - - - 503 31.0 - - - - 18.7 - - - 504 31.0 - - - - 18.3 - 505 31.0 - - - - 18.0 - - - 601 31.0 - - - - 17.7 - - - 602 31.0 - - - - 14.7 - - - 603 29.0 - - - - 15.1 - - - 604 31.0 - - - - 16.6 - - - 605 29.0 - - - - 17.4 - - - 701 31.0 - - - - 15.1 - - - 702 28.0 - - - - 11.6 - - - 703 28.0 - - - - 15.5 - - - 704 28.0 - - - - 16.7 - - - 705 28.0 - - - - 18.6 - - - 706 26.0 - - - - 11.2 - - - 707 26.0 - - - - 13.2 - - - 708 26.0 - - - - 14.4 - - - 709 26.0 - - - - 16.5 - - - 710 26.0 - - - - 17.9 - - - 711 26.0 - - - - 18.7 - - - 712 26.0 - - - - 18.9 - - - 401 23.0 K= 5.46 17.5 22.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 402 23.0 K= 5.46 14.1 20.5 403 23.0 K= 5.60 12.8 20.0 403A 23.0 K= 5.60 12.5 19.8 404 23.0 K= 5.60 12.7 20.0 405 23.0 K= 5.60 13.2 20.3 406 23.0 K= 5.60 13.8 20.8 406A 23.0 K= 5.60 13.5 20.6 407 23.0 K= 5.60 13.6 20.6 408 23.0 K= 5.60 13.5 20.6 408A 23.0 K= 5.60 13.3 20.4 409 23.0 K= 5.60 13.3 20.4 410 23.0 K= 5.60 11.8 19.2 411 23.0 K= 5.60 11.8 19.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF 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: 1 385.5 7.758 PL 30.00 PF 0.3 SRC -3.0 SRCE 65.0 (N/A) 2.6 150 FTG T2LG FE -2.2 DCIN 2.0 0.0 62.4 0.0 0.001 TL 285.59 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DCIN 2.0 0.0 62.4 0.0 3.0 psi, 385.5 gpm DCOUT 2.0 0.0 59.4 0.0 Pipe: 3 385.5 5.914 FL 83.00 PF 0.7 DCOUT 2.0 0.0 59.4 0.0 4.5 150 FTG T2L FE 1.3 Ui -1.0 0.0 60.1 0.0 0.005 TL 147.15 PV Pipe: 4 385.5 5.914 FL 140.00 PF 0.7 Ui -1.0 0.0 60.1 0.0 4.5 150 FTG 2L PE 0.0 DIP -1.0 0.0 59.3 0.0 0.005 TL 164.06 PV Pipe: 5 385.5 6.400 FL 8.00 PF 0.1 DIP -1.0 0.0 59.3 0.0 3.8 140 FTG L FE -0.9 BOR 1.0 H.S. 58.4 100.0 0.003 TL 22.00 PV Pipe: 6 285.5 3.314 PL 9.66 PF 1.1 BOR 1.0 H.S. 58.4 100.0 10.6 120 FTG L FE -4.2 TOR 10.7 0.0 53.1 0.0 0.066 TL 16.94 PV Pipe: 7 285.5 3.314 PL 9.00 PF 2.0 TOR 10.7 0.0 53.1 0.0 10.6 120 FTG 3L PE -0.4 1 11.6 0.0 50.7 0.0 0.066 TL 30.84 PV Pipe: 8 285.5 3.314 PL 3.08 PF 2.1 1 11.6 0.0 50.7 0.0 10.6 120 FTG TL FE 0.0 BSMT 11.6 0.0 48.6 0.0 0.066 TL 32.20 PV Pipe: 9 285.5 3.314 FL 12.75 PF 1.3 BSMT 11.6 0.0 48.6 0.0 10.6 120 FTG L PS -5.5 ROOF 24.3 0.0 41.7 0.0 0.066 TL 20.03 PV Pipe: 10 285.5 3.314 FL 0.92 PF 0.5 ROOF 24.3 0.0 41.7 0.0 10.6 120 FTG L FE 0.0 ii 24.3 0.0 41.2 0.0 0.066 TL 8.20 PV Pipe: 11 78.6 3.314 FL 5.42 PF 0.0 11 24.3 0.0 41.2 0.0 2.9 120 FTG ---- FE 0.0 25 24.3 0.0 41.2 0.0 0.006 TL 5.42 PV Pipe: 12 206.9 3.314 PL 48.33 PF 2.5 ii 24.3 0.0 41.2 0.0 7.7 120 FTG T FE 0.0 26 24.3 0.0 38.6 0.0 0.036 TL 70.17 PV Pipe: 13 206.9 3.314 FL 16.83 PF 1.4 26 24.3 0.0 38.6 0.0 7.7 120 FTG 3L FE -0.9 27 26.3 0.0 36.4 0.0 0.036 IL 38.67 PV - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 193.1 3.314 PL 13.75 PF 0.9 27 26.3 0.0 36.4 0.0 7.2 120 FTG 2L PE 0.9 28 24.3 0.0 36.3 0.0 0.032 TL 28.31 PV Pipe: 15 111.6 3.314 PL 9.58 PF 0.1 28 24.3 0.0 36.3 0.0 4.2 120 FTG ---- FE 0.0 29 24.3 0.0 36.2 0.0 0.012 TL 9.58 PV Pipe: 16 111.6 2.003 FL 56.25 PF 10.7 29 24.3 0.0 36.2 0.0 11.4 150 FTG 64.0 FE 0.0 30 24.3 0.0 25.6 0.0 0.089 TL 120.25 PV Pipe: 17 81.5 2.003 FL 95.50 PF 10.9 28 24.3 0.0 36.3 0.0 8.3 150 FTG 125.0 FE 0.0 32 24.3 0.0 25.4 0.0 0.050 TL 220.50 PV Pipe: 18 -65.5 2.003 FL 1.25 PF 0.1 30A 24.3 0.0 25.5 0.0 6.7 150 FTG 1.0 PE 0.0 30 24.3 0.0 25.6 0.0 0.033 TL 2.25 PV Pipe: 19 46.1 2.003 FL 6.92 PF 0.1 30 24.3 0.0 25.6 0.0 4.7 150 FTG 1.0 FE 0.0 31 24.3 0.0 25.4 0.0 0.017 TL 7.92 PV Pipe: 20 15.2 2.003 PL 4.75 PP 0.0 31 24.3 0.0 25.4 0.0 1.5 150 FTG 1.0 FE 0.0 32 24.3 0.0 25.4 0.0 0.002 TL 5.75 PV Pipe: 21 96.7 2.003 PL 3.58 PP 0.3 32 24.3 0.0 25.4 0.0 9.8 150 FTG 1.0 PE 0.0 33 24.3 0.0 25.1 0.0 0.068 TL 4.58 PV Pipe: 22 60.6 2.003 FL 2.25 PF 0.1 33 24.3 0.0 25.1 0.0 6.2 150 FTG 1.0 PE 0.0 34 24.3 0.0 25.0 0.0 0.029 TL 3.25 PV Pipe: 23 97.7 2.003 FL 9.00 PF 0.7 34 24.3 0.0 25.0 0.0 10.0 150 FTG 1.0 FE 0.0 35 24.3 0.0 24.3 0.0 0.069 TL 10.00 PV Pipe: 24 44.0 2.003 FL 9.17 PP 0.2 35 24.3 0.0 24.3 0.0 4.5 150 FTG 1.0 FE 0.0 36 24.3 0.0 24.1 0.0 0.016 TL 10.17 PV Pipe: 25 78.6 2.003 FL 3.00 PP 0.3 25 24.3 0.0 41.2 0.0 8.0 150 FTG L FE -1.3 37 27.3 0.0 39.5 0.0 0.046 TL 6.89 PV Pipe: 26 78.6 2.003 PL 45.17 PP 3.7 37 27.3 0.0 39.5 0.0 8.0 150 FTG 34.0 FE -1.6 39 31.0 0.0 34.3 0.0 0.046 TL 79.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6. DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -13.8 2.003 PL 14.67 PP 0.1 39 31.0 0.0 34.3 0.0 1.4 150 FTG 14.0 FE 0.0 38 31.0 0.0 34.3 0.0 0.002 TL 28.67 PV Pipe: 28 -13.8 2.003 FL 5.00 PF 0.0 38 31.0 0.0 34.3 0.0 1.4 150 FTG T PE 2.0 27 26.3 0.0 36.4 0.0 0.002 TL 17.96 PV Pipe: 29 92.4 2.003 PL 53.00 PP 7.4 39 31.0 0.0 34.3 0.0 9.4 .150 FTG 66.0 FE 0.0 40 31.0 0.0 26.8 0.0 0.063 TL 119.00 PV Pipe: 30 92.4 2.003 PL 31.00 PP 3.1 40 31.0 0.0 26.8 0.0 9.4 150 FTG 18.0 FE 0.0 41 31.0 0.0 23.8 0.0 0.063 TL 49.00 PV Pipe: 31 92.4 2.003 FL 7.50 PP 0.6 41 31.0 0.0 23.8 0.0 9.4 150 FTG 2.0 FE 0.0 42 31.0 0.0 23.2 0.0 0.063 TL 9.50 PV Pipe: 32 92.4 2.003 FL 2.33 PF 0.8 42 31.0 0.0 23.2 0.0 9.4 150 FTG 11.0 FE 0.0 43 31.0 0.0 22.3 0.0 0.063 TL 13.33 PV Pipe: 33 37.2 2.003 FL 8.67 PF 0.2 43 31.0 0.0 22.3 0.0 3.8 150 FTG 10.0 PE 2.9 34 24.3 0.0 25.0 0.0 0.012 TL 18.67 PV Pipe: 34 55.2 2.003 FL 23.50 PF 1.1 43 31.0 0.0 22.3 0.0 5.6 150 FTG 23.0 FE 0.4 68 30.0 0.0 21.6 0.0 0.024 TL 46.50 PV Pipe: 35 -33.8 2.003 FL 25.67 PP 0.7 68 30.0 0.0 21.6 0.0 3.4 150 FTG 42.0 FE 2.2 65 25.0 0.0 24.5 0.0 0.010 TL 67.67 PV Pipe: 36 -33.8 2.003 FL 0.67 PF 0.1 65 25.0 0.0 24.5 0.0 3.4 150 FTG 10.0 FE 0.3 64 24.3 0.0 24.9 0.0 0.010 TL 10.67 PV Pipe: 37 89.0 2.003 FL 1.00 PF 0.1 68 30.0 0.0 21.6 0.0 9.1 150 FTG 1.0 FE 0.0 69 30.0 0.0 21.5 0.0 0.058 TL 2.00 PV Pipe: 38 8.6 2.003 FL 27.50 PF 0.1 69 30.0 0.0 21.5 0.0 0.9 150 FTG 43.0 FE 2.2 67 25.0 0.0 23.6 0.0 0.001 TL 70.50 PV Pipe: 39 8.6 2.003 FL 0.67 PF 0.0 67 25.0 0.0 23.6 0.0 0.9 150 FTG 10.0 FE 0.3 66 24.3 0.0 23.9 0.0 0.001 TL 10.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 80.4 2.003 PL 16.00 PF 1.7 69 30.0 0.0 21.5 0.0 8.2 150 FTG 20.0 PE -0.4 501 31.0 0.0 19.3 0.0 0.048 TL 36.00 PV Pipe: 41 80.4 2.003 PL 6.00 PF 0.3 501 31.0 0.0 19.3 0.0 8.2 150 FTG 1.0 PE 0.0 502 31.0 0.0 19.0 0.0 0.048 TL 7.00 PV Pipe: 42 80.4 2.003 PL 6.00 PF 0.3 502 31.0 0.0 19.0 0.0 8.2 150 FTG 1.0 FE 0.0 503 31.0 0.0 18.7 0.0 0.048 TL 7.00 PV Pipe: 43 80.4 2.003 PL 6.00 PF 0.3 503 31.0 0.0 18.7 0.0 8.2 150 FTG 1.0 FE 0.0 504 31.0 0.0 18.3 0.0 0.048 TL 7.00 PV Pipe: 44 80.4 2.003 FL 6.00 PF 0.3 504 31.0 0.0 18.3 0.0 8.2 150 FTG 1.0 FE 0.0 505 31.0 0.0 18.0 0.0 0.048 TL 7.00 PV Pipe: 45 80.4 2.003 FL 6.00 PF 0.3 505 31.0 0.0 18.0 0.0 8.2 150 FTG 1.0 FE 0.0 601 31.0 0.0 17.7 0.0 0.048 TL 7.00 PV Pipe: 46 80.4 2.003 FL 4.00 PF 1.1 601 31.0 0.0 17.7 0.0 8.2 150 FIG 19.0 FE 0.0 70 31.0 0.0 16.5 0.0 0.048 TL 23.00 PV Pipe: 47 89.8 2.003 FL 3.17 PF 1.9 70 31.0 0.0 16.5 0.0 9.1 150 FTG 28.0 FE 0.0 602 31.0 0.0 14.7 0.0 0.059 TL 31.17 PV Pipe: 48 89.8 2.003 PL 6.00 PF 0.4 602 31.0 0.0 14.7 0.0 9.1 150 FTG 1.0 FE 0.9 603 29.0 0.0 15.1 0.0 0.059 TL 7.00 PV Pipe: 49 89.8 2.003 FL 21.00 PF 1.5 603 29.0 0.0 15.1 0.0 9.1 150 FTG 5.0 FE 1.6 72 25.3 0.0 15.2 0.0 0.059 TL 26.00 PV Pipe: 50 89.8 2.003 FL 1.00 PF 1.2 72 25.3 0.0 15.2 0.0 9.1 150 FTG 19.0 FE 0.4 82 24.3 0.0 14.4 0.0 0.059 TL 20.00 PV Pipe: 51 -9.4 2.003 FL 3.17 PF 0.0 70 31.0 0.0 16.5 0.0 1.0 150 FIG 28.0 PE 0.0 604 31.0 0.0 16.6 0.0 0.001 TL 31.17 PV Pipe: 52 -9.4 2.003 FL 6.00 PF 0.0 604 31.0 0.0 16.6 0.0 1.0 150 FTG 1.0 FE 0.9 605 29.0 0.0 17.4 0.0 0.001 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -9.4 2.003 PL 21.00 PF 0.0 605 29.0 0.0 17.4 0.0 1.0 150 FTG 5.0 PE 1.6 71 25.3 0.0 19.1 0.0 0.001 TL 26.00 PV Pipe: 54 -9.4 2.003 PL 1.00 PF 0.0 71 25.3 0.0 19.1 0.0 1.0 150 FTG 19.0 PE 0.4 75 24.3 0.0 19.5 0.0 0.001 TL 20.00 PV Pipe: 55 0.0 1.394 PL 7.00 PF 0.0 73 24.3 0.0 19.6 0.0 0.0 150 FTG 2.0 FE 0.0 74 24.3 0.0 19.6 0.0 0.000 TL 9.00 PV Pipe: 56 31.7 1.394 PL 1.25 PF 0.1 74 24.3 0.0 19.6 0.0 6.7 150 FTG 1.0 PE 0.0 75 24.3 0.0 19.5 0.0 0.050 TL 2.25 PV Pipe: 57 22.3 1.394 PL 1.83 PF 0.1 75 24.3 0.0 19.5 0.0 4.7 150 FTG 2.0 PE 0.0 76 24.3 0.0 19.4 0.0 0.026 TL 3.83 PV Pipe: 58 22.3 1.394 PL 3.08 PF 0.1 76 24.3 0.0 19.4 0.0 4.7 150 FTG 1.0 PE 0.0 77 24.3 0.0 19.3 0.0 0.026 TL 4.08 PV Pipe: 59 53.2 1.394 PL 3.08 PF 0.7 77 24.3 0.0 19.3 0.0 11.2 150 FTG 2.0 PE -0.7 710 26.0 0.0 17.9 0.0 0.132 TL 5.08 PV Pipe: 60 53.2 1.394 PL 1.75 PF 0.4 710 26.0 0.0 17.9 0.0 11.2 150 FTG 1.0 FE 0.7 78 24.3 0.0 18.3 0.0 0.132 TL 2.75 PV Pipe: 61 53.2 1.394 FL 6.25 PF 1.1 78 24.3 0.0 18.3 0.0 11.2 150 FTG 2.0 FE -0.7 709 26.0 0.0 16.5 0.0 0.132 IL 8.25 PV Pipe: 62 53.2 1.394 FL 1.67 PF 0.4 709 26.0 0.0 16.5 0.0 11.2 150 FIG 1.0 FE 0.7 79 24.3 0.0 16.8 0.0 0.132 TL 2.67 PV Pipe: 63 66.5 1.394 FL 6.75 PF 1.7 79 24.3 0.0 16.8 0.0 14.0 150 FTG 2.0 FE -0.7 708 26.0 0.0 14.4 0.0 0.199 IL 8.75 PV Pipe: 64 66.5 1.394 PL 1.67 PF 0.5 708 26.0 0.0 14.4 0.0 14.0 150 FIG 1.0 PE 0.7 4.6 24.3 0.0 14.6 0.0 0.199 IL 2.67 PV Pipe: 65 45.6 1.394 FL 1.00 PF 0.2 4.6 24.3 0.0 14.6 0.0 9.6 150 FIG 1.0 PE 0.0 80 24.3 0.0 14.4 0.0 0.099 IL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\ERESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 -1.3 1.394 PL 4.00 PF 0.0 80 24.3 0.0 14.4 0.0 0.3 150 FTG 1.0 PE 0.0 81 24.3 0.0 14.4 0.0 0.000 TL 5.00 PV Pipe: 67 -21.9 1.394 PL 1.75 PF 0.1 81 24.3 0.0 14.4 0.0 4.6 150 FTG 1.0 PE 0.0 82 24.3 0.0 14.4 0.0 0.026 TL 2.75 PV Pipe: 68 67.9 1.394 PL 0.50 PF 0.3 82 24.3 0.0 14.4 0.0 14.3 150 FTG 1.0 PE 0.0 82A 24.3 0.0 14.1 0.0 0.207 TL 1.50 PV Pipe: 69 47.3 1.394 PL 3.00 PF 0.4 82A 24.3 0.0 14.1 0.0 9.9 150 FTG 1.0 PE 0.0 83 24.3 0.0 13.7 0.0 0.106 TL 4.00 PV Pipe: 70 38.5 1.101 PL 4.75 PF 1.3 83 24.3 0.0 13.7 0.0 13.0 150 FTG 1.0 PE 0.0 84 24.3 0.0 12.4 0.0 0.228 TL 5.75 PV Pipe: 71 65.5 2.003 PL 7.75 PF 0.6 30A 24.3 0.0 25.5 0.0 6.7 150 FTG 11.0 PE 0.0 64 24.3 0.0 24.9 0.0 0.033 TL 18.75 PV Pipe: 72 31.7 1.394 PL 85.00 PF 5.2 64 24.3 0.0 24.9 0.0 6.7 150 FTG 19.0 FE 0.0 74 24.3 0.0 19.6 0.0 0.050 TL 104.00 PV Pipe: 73 30.9 1.394 PL 86.67 PF 5.3 31 24.3 0.0 25.4 0.0 6.5 150 FTG 22.0 FE 0.0 7.5 24.3 0.0 20.2 0.0 0.048 TL 108.67 PV Pipe: 74 30.9 1.394 PL 8.00 PF 0.9 7.5 24.3 0.0 20.2 0.0 6.5 150 FIG 10.0 PE 0.0 77 24.3 0.0 19.3 0.0 0.048 IL 18.00 PV Pipe: 75 36.1 1.394 PL 79.17 PF 7.1 33 24.3 0.0 25.1 0.0 7.6 150 FTG 31.0 FE 0.0 7.1 24.3 0.0 18.0 0.0 0.064 TL 110.17 PV Pipe: 76 36.1 1.394 FL 11.50 PF 0.9 7.1 24.3 0.0 18.0 0.0 7.6 150 FIG 2.0 PE 0.0 7.3 24.3 0.0 17.1 0.0 0.064 IL 13.50 PV Pipe: 77 36.1 1.394 FL 1.67 PF 0.2 7.3 24.3 0.0 17.1 0.0 7.6 150 FIG 1.0 FE 0.6 401 23.0 5.5 17.5 22.9 0.064 IL 2.67 PV Pipe: 78 13.3 1.394 FL 6.33 PF 0.1 401 23.0 5.5 17.5 22.9 2.8 150 FIG 7.0 PE -0.6 79 24.3 0.0 16.8 0.0 0.010 IL 13.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4 -REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 79 53.8 1.394 FL 65.33 PF 10.8 35 24.3 0.0 24.3 0.0 11.3 150 FTG 15.0 PE 0.6 402 23.0 5.5 14.1 20.5 0.134 TL 80.33 PV Pipe: 80 33.3 1.394 PL 6.33 PF 0.5 402 23.0 5.5 14.1 20.5 7.0 150 FTG 2.0 PE -0.6 4.3 24.3 0.0 13.1 0.0 0.055 TL 8.33 PV Pipe: 81 13.2 1.394 PL 5.83 PF 0.1 4.3 24.3 0.0 13.1 0.0 2.8 150 FTG 1.0 FE 0.0 4.3A 24.3 0.0 13.0 0.0 0.010 TL 6.83 PV Pipe: 82 -6.6 1.394 PL 2.00 PF 0.0 4.3A 24.3 0.0 13.0 0.0 1.4 150 FTG 1.0 PE 0.0 4.4 24.3 0.0 13.0 0.0 0.003 TL 3.00 PV Pipe: 83 -26.6 1.394 FL 5.17 PF 0.2 4.4 24.3 0.0 13.0 0.0 5.6 150 FTG 1.0 PE 0.0 7.2 24.3 0.0 13.2 0.0 0.036 TL 6.17 PV Pipe: 84 -26.6 1.394 PL 5.25 PF 0.2 7.2 24.3 0.0 13.2 0.0 5.6 150 FTG 1.0 FE 0.0 4.5 24.3 0.0 13.4 0.0 0.036 TL 6.25 PV Pipe: 85 -46.9 1.394 FL 2.75 PF 0.9 4.5 24.3 0.0 13.4 0.0 9.9 150 FTG 6.0 FE 0.0 80 24.3 0.0 14.4 0.0 0.104 TL 8.75 PV Pipe: 86 44.0 2.003 FL 5.50 PF 0.2 36 24.3 0.0 24.1 0.0 4.5 150 FTG 9.0 FE 0.0 66 24.3 0.0 23.9 0.0 0.016 TL 14.50 PV Pipe: 87 . 52.6 1.394 FL 63.42 PF 10.1 66 24.3 0.0 23.9 0.0 11.1 150 FTG 15.0 PE 0.0 4.8 24.3 0.0 13.8 0.0 0.129 TL 78.42 PV Pipe: 88 32.0 1.394 PL 0.50 PF 0.1 4.8 24.3 0.0 13.8 0.0 6.7 150 FTG 1.0 FE 0.0 4.8A 24.3 0.0 13.7 0.0 0.051 TL 1.50 PV Pipe: 89 11.6 1.394 PL 12.17 PF 0.1 4.8A 24.3 0.0 13.7 0.0 2.4 150 FTG 1.0 FE 0.0 4.9 24.3 0.0 13.6 0.0 0.008 TL 13.17 PV Pipe: 90 -8.8 1.394 FL 11.17 PF 0.1 4.9 24.3 0.0 13.6 0.0 1.8 150 FTG 6.0 PE 0.0 83 24.3 0.0 13.7 0.0 0.005 TL 17.17 PV Pipe: 91 19.3 1.101 PL 6.50 PF 1.1 84 24.3 0.0 12.4 0.0 6.5 150 FTG 11.0 FE 0.6 411 23.0 5.6 11.8 19.3 0.064 TL 17.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 92 19.2 1.101 FL 1.66 PF 0.4 84 24.3 0.0 12.4 0.0 6.5 150 FTG 5.0 FE 0.0 4.10 24.3 0.0 12.0 0.0 0.063 TL 6.66 PV Pipe: 93 19.2 1.101 PL 2.00 PF 0.8 4.10 24.3 0.0 12.0 0.0 6.5 150 FTG 10.0 FE 0.6 410 23.0 5.6 11.8 19.2 0.063 TL 12.00 PV Pipe: 94 0.0 1.101 FL 2.17 PF 0.0 4.10 24.3 0.0 12.0 0.0 0.0 150 FTG 6.0 FE -0.7 706 26.0 0.0 11.2 0.0 0.000 TL 8.17 PV Pipe: 95 20.6 1.101 PL 6.17 PF 1.2 82A 24.3 0.0 14.1 0.0 6.9 150 FTG 10.0 FE 0.6 406A 23.0 5.6 13.5 20.6 0.072 TL 16.17 PV Pipe: 96 20.6 1.101 FL 1.58 PF 0.5 81 24.3 0.0 14.4 0.0 7.0 150 FTG 5.0 FE 0.0 4.7 24.3 0.0 13.9 0.0 0.072 TL 6.58 PV Pipe: 97 20.6 1.101 PL 2.33 PF 0.9 4.7 24.3 0.0 13.9 0.0 7.0 150 FTG 10.0 PE 0.6 407 23.0 5.6 13.6 20.6 0.072 TL 12.33 PV Pipe: 98 0.0 1.101 FL 2.25 PF 0.0 4.7 24.3 0.0 13.9 0.0 0.0 150 FTG 6.0 PH -0.7 707 26.0 0.0 13.2 0.0 0.000 IL 8.25 PV Pipe: 99 20.8 1.101 FL 7.67 PH 1.3 4.6 24.3 0.0 14.6 0.0 7.0 150 FIG 10.0 FE 0.6 406 23.0 5.6 13.8 20.8 0.073 IL 17.67 PV Pipe: 100 20.0 1.101 FL 2.25 PF 0.8 4.3 24.3 0.0 13.1 0.0 6.8 150 FIG 10.0 FE 0.6 403 23.0 5.6 12.8 20.0 0.068 TL 12.25 PV Pipe: 101 19.8 1.101 FL 5.33 PF 1.0 4.3A 24.3 0.0 13.0 0.0 6.7 150 FIG 10.0 FE 0.6 403A 23.0 5.6 12.5 19.8 0.067 IL 15.33 PV Pipe: 102 20.0 1.101 FL 2.08 PF 0.8 4.4 24.3 0.0 13.0 0.0 6.7 150 FIG 10.0 FE 0.6 404 23.0 5.6 12.7 20.0 0.068 IL 12.08 PV Pipe: 103 20.6 1.101 PL 1.67 PF 0.8 4.8 24.3 0.0 13.8 0.0 6.9 150 FIG 10.0 FE 0.6 408 23.0 5.6 13.5 20.6 0.072 IL 11.67 PV Pipe: 104 20.4 1.101 FL 4.67 PF 1.0 4.8A 24.3 0.0 13.7 0.0 6.9 150 FIG 10.0 FE 0.6 408A 23.0 5.6 13.3 20.4 0.071 IL 14.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 105 20.4 1.101 PL 3.08 PF 0.9 4.9 24.3 0.0 13.6 0.0 6.9 150 FTG 10.0 PE 0.6 409 23.0 5.6 13.3 20.4 0.071 TL 13.08 PV Pipe: 106 0.0 1.101 FL 5.50 PF 0.0 7.2 24.3 0.0 13.2 0.0 0.0 150 FTG 10.0 FE -1.6 702 28.0 0.0 11.6 0.0 0.000 TL 15.50 PV Pipe: 107 20.3 1.101 FL 2.08 PF 0.8 4.5 24.3 0.0 13.4 0.0 6.9 150 FTG 10.0 FE 0.6 405 23.0 5.6 13.2 20.3 0.070 TL 12.08 PV Pipe: 108 0.0 1.101 FL 8.25 PF 0.0 7.1 24.3 0.0 18.0 0.0 0.0 150 FTG 10.0 PE -2.9 701 31.0 0.0 15.1 0.0 0.000 TL 18.25 PV Pipe: 109 0.0 1.101 FL 6.75 PF 0.0 7.3 24.3 0.0 17.1 0.0 0.0 150 FTG 10.0 FE -1.6 703 28.0 0.0 15.5 0.0 0.000 TL 16.75 PV Pipe: 110 0.0 1.101 FL 14.25 PF 0.0 78 24.3 0.0 18.3 0.0 0.0 150 FTG 16.0 FE -1.6 704 28.0 0.0 16.7 0.0 0.000 TL 30.25 PV Pipe: 111 0.0 1.101 FL 5.00 PF 0.0 7.5 24.3 0.0 20.2 0.0 0.0 150 FTG 6.0 FE -1.6 705 28.0 0.0 18.6 0.0 0.000 TL 11.00 PV Pipe: 112 0.0 1.101 PL 4.00 PF 0.0 76 24.3 0.0 19.4 0.0 0.0 150 FTG 10.0 FE -0.7 711 26.0 0.0 18.7 0.0 0.000 TL 14.00 PV Pipe: 113 0.0 1.101 PL 4.00 PF 0.0 73 24.3 0.0 19.6 0.0 0.0 150 FTG 10.0 FE -0.7 712 26.0 0.0 18.9 0.0 0.000 TL 14.00 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.074 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.3 ft/sec at pipe 68. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF (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 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 5.914 12.38 26.53 7.96 28.30 8.84 2.65 24.76 24.76 26.53 7.758 46.43 99.50 29.85 106.13 33.17 9.95 92.87 92.87 99.50 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 10.0 0.0 os DiR Dl H RN) C-. LrjI-. DiN) Cl) H H rJ CnCJCn HCntj HWH DlZ Ctrl CnC C/) Dl QZC/) OH ctrl DIO ZCnx1 HWC rlH 1iCnO Lrii< Cn I-. H CD co Cr1 H H (.1 C/) Dl Cn H 011i Cr H WATER SUPPLY ANALYSIS Static: 67.50 psi Resid: 63.00 psi Flow: 1190.0 gpm LEGEND Available pressure 66.94 psi 8 385.5 gpm Required pressure 2 64.96 psi 8 385.5 gpm Source Supply Curve System Demand Curve 70.0 12 G A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 p s 20.0 i -14.71 i I I I I 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 2/17/2011S FILES\BRESSI RANCH CALCS\BRESSI AREA 4-REVISED MAINS.SDF JOB TITLE: BRESSI ASSISTED LIVING, RES UNIT AREA 4, .10 / 915 SF WATER SUPPLY CURVE 72+ *\\Q\\\\\ 66+ I X \\\\\\\\ I * <-63.0 psi @ 1190 gpm I Flow Test Point 60+ 54+ P 48+ R I E I S I S 42+ U I R I E I 36+ P I S I. I 30+ 24+ 18+ 12+ LEGEND 'I I X = Required Water Supply I 64.96 psi @ 385.5 gpm 6+ I 0 = Available Water Supply " I 66.94 psi @ 385.5 gpm II 0 ++-+---+----+-----+------+ --------+ --------+ ---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PARAMOUNT FIRE SYSTEMS, INC. 9834 RIVER STREET LAKESIDE, CA 92040 LICENSE #016-788204 HYDRAULIC CALCULATIONS FOR BRESSI RANCH - ASSISTED LIVING FACILITY 6255 NYGAARD STREET CARLSBAD, CALIFORNIA 92009 REMOTE AREA 5, ATTIC FILE NUMBER: BRESSI AREA 5.SDF DATE: 2/18/2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 5 BB1 sprinklers @ 38 gpm NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 190.7 gpm TOTAL WATER REQUIRED (including hose) : 290.7 gpm (100 gpm Hose Allow) FLOW AND PRESSURE (@ NODE BOR): 190.7 gpm @ 52.4 psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 5.6 DESIGN/LAYOUT BY: PARAMOUNT FIRE SYSTEMS, INC. AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75.0 psi (67.5 psi @ 90%) RESIDUAL: 70.0 psi (63.0 psi @ 90%) FLOW: 1190 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST: 11/15/10 NOTE: AN ADDITIONAL ONE FOOT OF CPVC PIPING HAS BEEN ADDED TO THE HYDRAULIC CALCULATIONS (FITTINGS COLUMN) FOR EACH CPVC "TEE-ON-THE- RUN." CPVC FITTINGS HAVE BEEN REPRESENTED AS EQUIVALENT LENGTHS OF PIPE IN THE FITTINGS COLUMN PER BLAZEMASTER SPECIFICATIONS IN THE HYDRAULIC CALCULATIONS. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/17/2011 C:\HASS FILES\ERESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BE @ 38 GPM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1190.0 67.2 290.7 58.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 290.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 190.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 58.2 290.7 DCIN 2.0 - - - - 55.9 - - - DCOUT 2.0 - - - - 52.9 Ui -1.0 - - - - 53.8 - - - DIP -1.0 - - - - 53.3 - - - BOR 1.0 HOSE STREAM 52.4 100.0 TOR 10.7 - - - - 47.7 - - - 1 11.6 - - - - 46.4 - - - BSMT 11.6 - - - - 45.4 - - - ROOF 24.3 - - - - 39.2 - - - ii 24.3 - - - - 39.0 - - - 25 24.3 - - - - 38.9 - - - 26 24.3 - - - - 37.7 - - - 27 26.3 - - - - 36.2 - - - 28 24.3 - - - - 36.7 - - - 29 24.3 - - - - 36.6 - - - 30 24.3 - - - - 31.6 - - - 30A 24.3 - - - - 31.5 - - - 31 24.3 - - - - 31.5 - - - 32 24.3 - - - - 31.5 - - - 33 24.3 - - - - 31.4 - - - 34 24.3 - - - - 31.3 - - - 35 24.3 - - - - 31.1 - - - 36 24.3 - - - - 30.9 - - - 37 27.3 - - - - 37.5 38 31.0 - - - - 34.2 - - - 39 31.0 - - - - 34.2 - - - 40 31.0 - - - - 30.6 - - - 41 31.0 - - - - 29.1 - - - 42 31.0 - - - - 28.8 - - - 43 31.0 - - - - 28.4 - - - 64 24.3 - - - - 31.1 - - - 65 25.0 - - - - 30.7 - - - 66 24.3 - - - - 30.7 - - - 67 25.0 - - - - 30.3 - - - 68 30.0 - - - - 27.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 69 30.0 - - - - 27.5 - - - 70 31.0 - - - - 23.6 - - - 71 25.3 - - - - 26.6 - - - 72 25.3 - - - - 26.6 - - - 73 24.3 - - - - 27.3 - - - 74 24.3 - - - - 27.3 - - - 75 24.3 - - - - 27.2 - - - 76 24.3 - - - - 27.4 - - - 77 24.3 - - - - 27.7 - - - 78 24.3 - - - - 27.7 - - - 79 24.3 - - - - 27.8 - - - 80 24.3 - - - - 27.7 - - - 81 24.3 - - - - 27.4 - - - 82 24.3 - - - - 27.2 - - - 83 24.3 - - - - 27.3 - - - 84 24.3 - - - - 27.3 - - - 4.3 24.3 - - - - 28.5 - - - 4.4 24.3 - - - - 28.3 - - - 4.5 24.3 - - - - 27.9 - - - 4.6 24.3 - - - - 27.7 - - - 4.7 24.3 - - - - 27.4 - - - 4.8 24.3 - - - - 28.3 - - - 4.9 24.3 - - - - 27.9 - - - 4.10 24.3 - - - - 27.3 - - - 7.1 24.3 - - - - 28.6 - - - 7.2 24.3 - - - - 28.1 - - - 7.3 24.3 - - - - 28.2 - - - 7.5 24.3 - - - - 28.2 - - - 501 31.0 K= 8.00 23.1 38.5 502 31.0 K= 8.00 22.7 38.1 503 31.0 K= 8.00 22.6 38.0 504 31.0 K= 8.00 22.6 38.0 505 31.0 K= 8.00 22.6 38.0 601 31.0 - - - - 22.8 - - - 602 31.0 - - - - 23.8 - - - 603 29.0 - - - - 24.8 - - - 604 31.0 - - - - 23.9 - - - 605 29.0 - - - - 24.8 - - - 701 31.0 - - - - 25.7 - - - 702 28.0 - - - - 26.5 - - - 703 28.0 - - - - 26.6 - - - 704 28.0 - - - - 26.1 - - - 705 28.0 - - - - 26.6 - - - 706 26.0 - - - - 26.6 - - - 707 26.0 - - - - 26.6 - - - 708 26.0 - - - - 27.0 - - - 709 26.0 - - - - 27.1 - - - 710 26.0 - - - - 27.0 - - - 711 26.0 - - - - 26.7 - - - 712 26.0 - - - - 26.6 - - - 401 23.0 - - - - 28.7 - - - 402 23.0 - - - - 29.3 - - - 403 23.0 - - - - 29.1 - - - 404 23.0 - - - - 28.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 405 23.0 - - - - 28.5 - - - 406 23.0 - - - - 28.3 - - - 407 23.0 - - - - 27.9 - - - 408 23.0 - - - - 28.9 - - - 409 23.0 - - - - 28.4 - - - 410 23.0 - - - - 27.9 - - - 411 23.0 - - - - 27.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB 8 38 GPM 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: 1 290.7 7.758 PL 30.00 PF 0.2 SRC -3.0 SRCE 58.2 (N/A) 2.0 150 FTG T2LG PE -2.2 DCIN 2.0 0.0 55.9 0.0 0.001 TL 285.59 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DCIN 2.0 0.0 55.9 0.0 3.0 psi, 290.6 gpm DCOUT 2.0 0.0 52.9 0.0 Pipe: 3 290.6 5.914 PL 83.00 PF 0.4 DCOUT 2.0 0.0 52.9 0.0 3.4 150 FTG T2L PE 1.3 Ui -1.0 0.0 53.8 0.0 0.003 TL 147.15 PV Pipe: 4 290.6 5.914 FL 140.00 PF 0.4 Ui -1.0 0.0 53.8 0.0 3.4 150 FTG 2L PE 0.0 DIP -1.0 0.0 53.3 0.0 0.003 TL 164.06 PV Pipe: 5 290.6 6.400 PL 8.00 PF 0.0 DIP -1.0 0.0 53.3 0.0 2.9 140 FTG L PE -0.9 BOR 1.0 H.S. 52.4 100.0 0.002 TL 22.00 PV Pipe: 6 190.6 3.314 PL 9.66 PF 0.5 BOR 1.0 H.S. 52.4 100.0 7.1 120 FTG L PE -4.2 TOR 10.7 0.0 47.7 0.0 0.031 TL 16.94 PV Pipe: 7 190.6 3.314 PL 9.00 PF 1.0 TOR 10.7 0.0 47.7 0.0 7.1 120 FTG 3L PE -0.4 1 11.6 0.0 46.4 0.0 0.031 TL 30.84 PV Pipe: 8 190.6 3.314 PL 3.08 PF 1.0 1 11.6 0.0 46.4 0.0 7.1 120 FTG TL PE 0.0 BSMT 11.6 0.0 45.4 0.0 0.031 TL 32.20 PV Pipe: 9 190.6 3.314 PL 12.75 PF 0.6 BSMT 11.6 0.0 45.4 0.0 7.1 120 FIG L FE -5.5 ROOF 24.3 0.0 39.2 0.0 0.031 IL 20.03 PV Pipe: 10 190.6 3.314 FL 0.92 PF 0.3 ROOF 24.3 0.0 39.2 0.0 7.1 120 FIG L FE 0.0 11 24.3 0.0 39.0 0.0 0.031 IL 8.20 PV Pipe: 11 52.5 3.314 FL 5.42 PF 0.0 11 24.3 0.0 39.0 0.0 2.0 120 FTG ---- FE 0.0 25 24.3 0.0 38.9 0.0 0.003 IL 5.42 PV Pipe: 12 138.1 3.314 FL 48.33 PF 1.2 11 24.3 0.0 39.0 0.0 5.1 120 FIG T PE 0.0 26 24.3 0.0 37.7 0.0 0.017 IL 70.17 PV Pipe: 13 138.1 3.314 PL 16.83 PF 0.7 26 24.3 0.0 37.7 0.0 5.1 120 FIG 3L FE -0.9 27 26.3 0.0 36.2 0.0 0.017 TL 38.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 128.6 3.314 PL 13.75 PF 0.4 27 26.3 0.0 36.2 0.0 4.8 120 FTG 2L PE 0.9 28 24.3 0.0 36.7 0.0 0.015 TL 28.31 PV Pipe: 15 74.4 3.314 PL 9.58 PF 0.1 28 24.3 0.0 36.7 0.0 2.8 120 FTG ---- PE 0.0 29 24.3 0.0 36.6 0.0 0.005 TL 9.58 PV Pipe: 16 74.4 2.003 PL 56.25 PF 5.0 29 24.3 0.0 36.6 0.0 7.6 150 FTG 64.0 PE 0.0 30 24.3 0.0 31.6 0.0 0.042 TL 120.25 PV Pipe: 17 54.1 2.003 PL 95.50 PF 5.1 28 24.3 0.0 36.7 0.0 5.5 150 FTG 125.0 PE 0.0 32 24.3 0.0 31.5 0.0 0.023 TL 220.50 PV Pipe: 18 -52.6 2.003 FL 1.25 PF 0.0 30A 24.3 0.0 31.5 0.0 5.4 150 FTG 1.0 FE 0.0 30 24.3 0.0 31.6 0.0 0.022 TL 2.25 PV Pipe: 19 21.8 2.003 FL 6.92 PF 0.0 30 24.3 0.0 31.6 0.0 2.2 150 FTG 1.0 FE 0.0 31 24.3 0.0 31.5 0.0 0.004 TL 7.92 PV Pipe: 20 8.9 2.003 FL 4.75 PF 0.0 31 24.3 0.0 31.5 0.0 0.9 150 FTG 1.0 FE 0.0 32 24.3 0.0 31.5 0.0 0.001 TL 5.75 PV Pipe: 21 63.0 2.003 PL 3.58 PP 0.1 32 24.3 0.0 31.5 0.0 6.4 150 FTG 1.0 FE 0.0 33 24.3 0.0 31.4 0.0 0.031 TL 4.58 PV Pipe: 22 51.2 2.003 FL 2.25 PP 0.1 33 24.3 0.0 31.4 0.0 5.2 150 FTG 1.0 FE 0.0 34 24.3 0.0 31.3 0.0 0.021 TL 3.25 PV Pipe: 23 56.4 2.003 FL 9.00 PP 0.3 34 24.3 0.0 31.3 0.0 5.7 150 FTG 1.0 FE 0.0 35 24.3 0.0 31.1 0.0 0.025 TL 10.00 PV Pipe: 24 43.9 2.003 FL 9.17 PP 0.2 35 24.3 0.0 31.1 0.0 4.5 150 FTG 1.0 FE 0.0 36 24.3 0.0 30.9 0.0 0.016 TL 10.17 PV Pipe: 25 52.5 2.003 PL 3.00 PP 0.2 25 24.3 0.0 38.9 0.0 5.3 150 FTG L FE -1.3 37 27.3 0.0 37.5 0.0 0.022 TL 6.89 PV Pipe: 26 52.5 2.003 FL 45.17 PP 1.7 37 27.3 0.0 37.5 0.0 5.3 150 FTG 34.0 FE -1.6 39 31.0 0.0 34.2 0.0 0.022 TL 79.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BE @ 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -9.6 2.003 PL 14.67 PF 0.0 39 31.0 0.0 34.2 0.0 1.0 150 FTG 14.0 PE 0.0 38 31.0 0.0 34.2 0.0 0.001 TL 28.67 PV Pipe: 28 -9.6 2.003 PL 5.00 PF 0.0 38 31.0 0.0 34.2 0.0 1.0 150 FTG T PE 2.0 27 26.3 0.0 36.2 0.0 0.001 TL 17.96 PV Pipe: 29 62.1 2.003 PL 53.00 PF 3.6 39 31.0 0.0 34.2 0.0 6.3 150 FTG 66.0 PE 0.0 40 31.0 0.0 30.6 0.0 0.030 TL 119.00 PV Pipe: 30 62.1 2.003 FL 31.00 PF 1.5 40 31.0 0.0 30.6 0.0 6.3 150 FTG 18.0 PE 0.0 41 31.0 0.0 29.1 0.0 0.030 TL 49.00 PV Pipe: 31 62.1 2.003 FL 7.50 PF 0.3 41 31.0 0.0 29.1 0.0 6.3 150 FTG 2.0 FE 0.0 42 31.0 0.0 28.8 0.0 0.030 IL 9.50 PV Pipe: 32 62.1 2.003 FL 2.33 PF 0.4 42 31.0 0.0 28.8 0.0 6.3 150 FTG 11.0 FE 0.0 43 31.0 0.0 28.4 0.0 0.030 TL 13.33 PV Pipe: 33 5.2 2.003 FL 8.67 PF 0.0 43 31.0 0.0 28.4 0.0 0.5 150 FIG 10.0 FE 2.9 34 24.3 0.0 31.3 0.0 0.000 IL 18.67 PV Pipe: 34 56.8 2.003 FL 23.50 PF 1.2 43 31.0 0.0 28.4 0.0 5.8 150 FIG 23.0 FE 0.4 68 30.0 0.0 27.7 0.0 0.025 IL 46.50 PV Pipe: 35 -38.3 2.003 FL 25.67 PF 0.8 68 30.0 0.0 27.7 0.0 3.9 150 FTG 42.0 FE 2.2 65 25.0 0.0 30.7 0.0 0.012 TL 67.67 PV Pipe: 36 -38.3 2.003 FL 0.67 PF 0.1 65 25.0 0.0 30.7 0.0 3.9 150 FIG 10.0 FE 0.3 64 24.3 0.0 31.1 0.0 0.012 IL 10.67 PV Pipe: 37 95.2 2.003 FL 1.00 PF 0.1 68 30.0 0.0 27.7 0.0 9.7 150 FIG 1.0 FE 0.0 69 30.0 0.0 27.5 0.0 0.066 TL 2.00 PV Pipe: 38 -30.9 2.003 FL 27.50 PF 0.6 69 30.0 0.0 27.5 0.0 3.1 150 FTG 43.0 FE 2.2 67 25.0 0.0 30.3 0.0 0.008 IL 70.50 PV Pipe: 39 -30.9 2.003 FL 0.67 PF 0.1 67 25.0 0.0 30.3 0.0 3.1 150 FTG 10.0 FE 0.3 66 24.3 0.0 30.7 0.0 0.008 IL 10.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 126.1 2.003 PL 16.00 PF 4.0 69 30.0 0.0 27.5 0.0 12.8 150 FTG 20.0 FE -0.4 501 31.0 8.0 23.1 38.5 0.111 TL 36.00 PV Pipe: 41 87.7 2.003 FL 6.00 PF 0.4 501 31.0 8.0 23.1 38.5 8.9 150 FTG 1.0 PE 0.0 502 31.0 8.0 22.7 38.1 0.057 TL 7.00 PV Pipe: 42 49.5 2.003 PL 6.00 PF 0.1 502 31.0 8.0 22.7 38.1 5.0 150 FTG 1.0 FE 0.0 503 31.0 8.0 22.6 38.0 0.020 TL 7.00 PV Pipe: 43 11.5 2.003 PL 6.00 Pr 0.0 503 31.0 8.0 22.6 38.0 1.2 150 FTG 1.0 PE 0.0 504 31.0 8.0 22.6 38.0 0.001 TL 7.00 PV Pipe: 44 -26.5 2.003 FL 6.00 Pr 0.0 504 31.0 8.0 22.6 38.0 2.7 150 FTG 1.0 FE 0.0 505 31.0 8.0 22.6 38.0 0.006 TL 7.00 PV Pipe: 45 -64.5 2.003 PL 6.00 Pr 0.2 505 31.0 8.0 22.6 38.0 6.6 150 FTG 1.0 FE 0.0 601 31.0 0.0 22.8 0.0 0.032 TL 7.00 PV Pipe: 46 -64.5 2.003 FL 4.00 Pr 0.7 601 31.0 0.0 22.8 0.0 6.6 150 FTG 19.0 PE 0.0 70 31.0 0.0 23.6 0.0 0.032 IL 23.00 PV Pipe: 47 -32.0 2.003 FL 3.17 Pr 0.3 70 31.0 0.0 23.6 0.0 3.3 150 FTG 28.0 FE 0.0 602 31.0 0.0 23.8 0.0 0.009 TL 31.17 PV Pipe: 48 -32.0 2.003 PL 6.00 FE' 0.1 602 31.0 0.0 23.8 0.0 3.3 150 FIG 1.0 FE 0.9 603 29.0 0.0 24.8 0.0 0.009 TL 7.00 PV Pipe: 49 -32.0 2.003 FL 21.00 FE' 0.2 603 29.0 0.0 24.8 0.0 3.3 150 FTG 5.0 FE 1.6 72 25.3 0.0 26.6 0.0 0.009 TL 26.00 PV Pipe: 50 -32.0 2.003 PL 1.00 PF 0.2 72 25.3 0.0 26.6 0.0 3.3 150 FTG 19.0 FE 0.4 82 24.3 0.0 27.2 0.0 0.009 TL 20.00 PV Pipe: 51 -32.6 2.003 FL 3.17 Pr 0.3 70 31.0 0.0 23.6 0.0 3.3 150 FIG 28.0 PE 0.0 604 31.0 0.0 23.9 0.0 0.009 TL 31.17 PV Pipe: 52 -32.6 2.003 FL 6.00 PF 0.1 604 31.0 0.0 23.9 0.0 3.3 150 FTG 1.0 FE 0.9 605 29.0 0.0 24.8 0.0 0.009 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -32.6 2.003 PL 21.00 PF 0.2 605 29.0 0.0 24.8 0.0 3.3 150 FTG 5.0 PE 1.6 71 25.3 0.0 26.6 0.0 0.009 TL 26.00 PV Pipe: 54 -32.6 2.003 FL 1.00 PF 0.2 71 25.3 0.0 26.6 0.0 3.3 150 FTG 19.0 PE 0.4 75 24.3 0.0 27.2 0.0 0.009 TL 20.00 PV Pipe: 55 0.0 1.101 PL 7.00 PF 0.0 73 24.3 0.0 27.3 0.0 0.0 150 FTG 2.0 PE 0.0 74 24.3 0.0 27.3 0.0 0.000 TL 9.00 PV Pipe: 56 14.3 1.101 PL 1.25 PF 0.1 74 24.3 0.0 27.3 0.0 4.8 150 FTG 1.0 FE 0.0 75 24.3 0.0 27.2 0.0 0.036 TL 2.25 PV Pipe: 57 -18.3 1.101 FL 1.83 PF 0.2 75 24.3 0.0 27.2 0.0 6.2 150 FTG 2.0 FE 0.0 76 24.3 0.0 27.4 0.0 0.058 TL 3.83 PV Pipe: 58 -18.3 1.101 PL 3.08 PF 0.2 76 24.3 0.0 27.4 0.0 6.2 150 FTG 1.0 FE 0.0 77 24.3 0.0 27.7 0.0 0.058 TL 4.08 PV Pipe: 59 -5.3 1.101 PL 3.08 PF 0.0 77 24.3 0.0 27.7 0.0 1.8 150 FTG 2.0 PE -0.7 710 26.0 0.0 27.0 0.0 0.006 TL 5.08 PV Pipe: 60 -5.3 1.101 PL 1.75 PF 0.0 710 26.0 0.0 27.0 0.0 1.8 150 FTG 1.0 FE 0.7 78 24.3 0.0 27.7 0.0 0.006 TL 2.75 PV Pipe: 61 -5.3 1.101 PL 6.25 PF 0.0 78 24.3 0.0 27.7 0.0 1.8 150 FTG 2.0 FE -0.7 709 26.0 0.0 27.1 0.0 0.006 TL 8.25 PV Pipe: 62 -5.3 1.101 FL 1.67 PF 0.0 709 26.0 0.0 27.1 0.0 1.8 150 FTG 1.0 FE 0.7 79 24.3 0.0 27.8 0.0 0.006 TL 2.67 PV Pipe: 63 6.5 1.101 FL 6.75 PF 0.1 79 24.3 0.0 27.8 0.0 2.2 150 FTG 2.0 FE -0.7 708 26.0 0.0 27.0 0.0 0.008 TL 8.75 PV Pipe: 64 6.5 1.101 FL 1.42 PF 0.0 708 26.0 0.0 27.0 0.0 2.2 150 FTG 1.0 FE 0.7 4.6 24.3 0.0 27.7 0.0 0.008 TL 2.42 PV Pipe: 65 6.5 1.101 FL 1.00 PF 0.0 4.6 24.3 0.0 27.7 0.0 2.2 150 FTG 1.0 FE 0.0 80 24.3 0.0 27.7 0.0 0.008 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 19.0 1.101 PL 4.00 PF 0.3 80 24.3 0.0 27.7 0.0 6.4 150 FIG 1.0 PE 0.0 81 24.3 0.0 27.4 0.0 0.062 IL 5.00 PV Pipe: 67 19.0 1.101 PL 1.75 PF 0.2 81 24.3 0.0 27.4 0.0 6.4 150 FIG 1.0 PE 0.0 82 24.3 0.0 27.2 0.0 0.062 IL 2.75 PV Pipe: 68 -12.9 1.101 PL 3.50 PF 0.1 82 24.3 0.0 27.2 0.0 4.4 150 FIG 1.0 FE 0.0 83 24.3 0.0 27.3 0.0 0.030 IL 4.50 PV Pipe: 69 0.0 1.101 PL 4.75 PF 0.0 83 24.3 0.0 27.3 0.0 0.0 150 FIG 1.0 FE 0.0 84 24.3 0.0 27.3 0.0 0.000 IL 5.75 PV Pipe: 70 52.6 2.003 PL 7.75 PF 0.4 30A 24.3 0.0 31.5 0.0 5.4 150 FTG 11.0 FE 0.0 64 24.3 0.0 31.1 0.0 0.022 TL 18.75 PV Pipe: 71 14.3 1.101 PL 85.00 PF 3.8 64 24.3 0.0 31.1 0.0 4.8 150 FTG 19.0 PE 0.0 74 24.3 0.0 27.3 0.0 0.036 TL 104.00 PV Pipe: 72 12.9 1.101 PL 86.67 PF 3.3 31 24.3 0.0 31.5 0.0 4.4 150 FTG 22.0 FE 0.0 7.5 24.3 0.0 28.2 0.0 0.030 IL 108.67 PV Pipe: 73 12.9 1.101 PL 8.00 PF 0.5 7.5 24.3 0.0 28.2 0.0 4.4 150 FTG 10.0 FE 0.0 77 24.3 0.0 27.7 0.0 0.030 TL 18.00 PV Pipe: 74 11.8 1.101 FL 79.17 PF 2.8 33 24.3 0.0 31.4 0.0 4.0 150 FIG 31.0 PE 0.0 7.1 24.3 0.0 28.6 0.0 0.026 TL 110.17 PV Pipe: 75 11.8 1.101 FL 11.50 PF 0.3 7.1 24.3 0.0 28.6 0.0 4.0 150 FTG 2.0 FE 0.0 7.3 24.3 0.0 28.2 0.0 0.026 IL 13.50 PV Pipe: 76 11.8 1.101 FL 1.67 PP 0.1 7.3 24.3 0.0 28.2 0.0 4.0 150 FTG 1.0 FE 0.6 401 23.0 0.0 28.7 0.0 0.026 TL 2.67 PV Pipe: 77 11.8 1.101 FL 6.33 PF 0.3 401 23.0 0.0 28.7 0.0 4.0 150 FIG 7.0 FE -0.6 79 24.3 0.0 27.8 0.0 0.026 IL 13.33 PV Pipe: 78 12.6 1.101 FL 65.33 PF 2.3 35 24.3 0.0 31.1 0.0 4.2 150 FIG 15.0 FE 0.6 402 23.0 0.0 29.3 0.0 0.029 IL 80.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BE 8 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 79 12.6 1.101 PL 6.33 PF 0.2 402 23.0 0.0 29.3 0.0 4.2 150 FTG 1.0 PE -0.6 4.3 24.3 0.0 28.5 0.0 0.029 TL 7.33 PV Pipe: 80 12.6 1.101 PL 7.83 PF 0.3 4.3 24.3 0.0 28.5 0.0 4.2 150 FTG 1.0 FE 0.0 4.4 24.3 0.0 28.3 0.0 0.029 TL 8.83 PV Pipe: 81 12.6 1.101 PL 5.17 PF 0.2 4.4 24.3 0.0 28.3 0.0 4.2 150 FTG 1.0 FE 0.0 7.2 24.3 0.0 28.1 0.0 0.029 TL 6.17 PV Pipe: 82 12.6 1.101 FL 5.25 PF 0.2 7.2 24.3 0.0 28.1 0.0 4.2 150 FTG 1.0 FE 0.0 4.5 24.3 0.0 27.9 0.0 0.029 IL 6.25 PV Pipe: 83 12.6 1.101 FL 2.75 PF 0.3 4.5 24.3 0.0 27.9 0.0 4.2 150 FIG 6.0 FE 0.0 80 24.3 0.0 27.7 0.0 0.029 IL 8.75 PV Pipe: 84 43.9 2.003 FL 5.50 PF 0.2 36 24.3 0.0 30.9 0.0 4.5 150 FIG 9.0 FE 0.0 66 24.3 0.0 30.7 0.0 0.016 IL 14.50 PV Pipe: 85 12.9 1.101 FL 63.42 PF 2.4 66 24.3 0.0 30.7 0.0 4.4 150 FTG 15.0 PE 0.0 4.8 24.3 0.0 28.3 0.0 0.030 IL 78.42 PV Pipe: 86 12.9 1.101 FL 12.67 PF 0.4 4.8 24.3 0.0 28.3 0.0 4.4 150 FIG 2.0 FE 0.0 4.9 24.3 0.0 27.9 0.0 0.030 IL 14.67 PV Pipe: 87 12.9 1.101 FL 11.17 PF 0.5 4.9 24.3 0.0 27.9 0.0 4.4 150 FIG 6.0 FE 0.0 83 24.3 0.0 27.3 0.0 0.030 TL 17.17 PV Pipe: 88 0.0 1.101 FL 6.50 PF 0.0 84 24.3 0.0 27.3 0.0 0.0 150 FTG 11.0 FE 0.6 411 23.0 0.0 27.9 0.0 0.000 IL 17.50 PV Pipe: 89 0.0 1.101 FL 1.66 PF 0.0 84 24.3 0.0 27.3 0.0 0.0 150 FTG 5.0 FE 0.0 4.10 24.3 0.0 27.3 0.0 0.000 TL 6.66 PV Pipe: 90 0.0 1.101 FL 2.00 PF 0.0 4.10 24.3 0.0 27.3 0.0 0.0 150 FIG 10.0 FE 0.6 410 23.0 0.0 27.9 0.0 0.000 IL 12.00 PV Pipe: 91 0.0 1.101 FL 2.17 PF 0.0 4.10 24.3 0.0 27.3 0.0 0.0 150 FIG 6.0 FE -0.7 706 26.0 0.0 26.6 0.0 0.000 IL 8.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BE 8 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 92 0.0 1.101 PL 1.58 PF 0.0 81 24.3 0.0 27.4 0.0 0.0 150 FTG 5.0 PE 0.0 4.7 24.3 0.0 27.4 0.0 0.000 TL 6.58 PV Pipe: 93 0.0 1.101 PL 2.33 PF 0.0 4.7 24.3 0.0 27.4 0.0 0.0 150 FTG 10.0 PE 0.6 407 23.0 0.0 27.9 0.0 0.000 TL 12.33 PV Pipe: 94 0.0 1.101 PL 2.25 PF 0.0 4.7 24.3 0.0 27.4 0.0 0.0 150 FTG 6.0 PE -0.7 707 26.0 0.0 26.6 0.0 0.000 TL 8.25 PV Pipe: 95 0.0 1.101 PL 7.67 PP 0.0 4.6 24.3 0.0 27.7 0.0 0.0 150 FTG 10.0 PE 0.6 406 23.0 0.0 28.3 0.0 0.000 TL 17.67 PV Pipe: 96 0.0 1.101 FL 2.25 PF 0.0 4.3 24.3 0.0 28.5 0.0 0.0 150 FTG 10.0 PE 0.6 403 23.0 0.0 29.1 0.0 0.000 TL 12.25 PV Pipe: 97 0.0 1.101 PL 2.08 PF 0.0 4.4 24.3 0.0 28.3 0.0 0.0 150 FTG 10.0 PE 0.6 404 23.0 0.0 28.9 0.0 0.000 TL 12.08 PV Pipe: 98 0.0 1.101 PL 1.67 PF 0.0 4.8 24.3 0.0 28.3 0.0 0.0 150 FTG 10.0 FE 0.6 408 23.0 0.0 28.9 0.0 0.000 TL 11.67 PV Pipe: 99 0.0 1.101 FL 3.50 PF 0.0 4.9 24.3 0.0 27.9 0.0 0.0 150 FTG 10.0 PE 0.6 409 23.0 0.0 28.4 0.0 0.000 TL 13.50 PV Pipe: 100 0.0 1.101 PL 5.50 PF 0.0 7.2 24.3 0.0 28.1 0.0 0.0 150 FTG 10.0 FE -1.6 702 28.0 0.0 26.5 0.0 0.000 TL 15.50 PV Pipe: 101 0.0 1.101 FL 2.08 PF 0.0 4.5 24.3 0.0 27.9 0.0 0.0 150 FTG 10.0 FE 0.6 405 23.0 0.0 28.5 0.0 0.000 TL 12.08 PV Pipe: 102 0.0 1.101 FL 8.25 PF 0.0 7.1 24.3 0.0 28.6 0.0 0.0 150 FTG 10.0 FE -2.9 701 31.0 0.0 25.7 0.0 0.000 TL 18.25 PV Pipe: 103 0.0 1.101 FL 6.75 PF 0.0 7.3 24.3 0.0 28.2 0.0 0.0 150 FTG 10.0 FE -1.6 703 28.0 0.0 26.6 0.0 0.000 TL 16.75 PV Pipe: 104 0.0 1.101 FL 14.25 PF 0.0 78 24.3 0.0 27.7 0.0 0.0 150 FTG 16.0 FE -1.6 704 28.0 0.0 26.1 0.0 0.000 TL 30.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BE @ 38 GPM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 105 0.0 1.101 PL 5.00 PF 0.0 7.5 24.3 0.0 28.2 0.0 0.0 150 FTG 6.0 PH -1.6 705 28.0 0.0 26.6 0.0 0.000 TL 11.00 PV Pipe: 106 0.0 1.101 PL 4.00 PF 0.0 76 24.3 0.0 27.4 0.0 0.0 150 FTG 10.0 PE -0.7 711 26.0 0.0 26.7 0.0 0.000 TL 14.00 PV Pipe: 107 0.0 1.101 PL 4.00 PF 0.0 73 24.3 0.0 27.3 0.0 0.0 150 FTG 10.0 FE -0.7 712 26.0 0.0 26.6 0.0 0.000 TL 14.00 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.181 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 40. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) H T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 5.914 12.38 26.53 7.96 28.30 8.84 2.65 24.76 24.76 26.53 7.758 46.43 99.50 29.85 106.13 33.17 9.95 92.87 92.87 99.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv EfyVlv GatVlv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 5.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 5, 5 BB @ 38 GPM a) (D E U) 00 • • (0 0 0 - C a) ('J C0CJ Q 1(04 -1 j U) U) CD 04 -: -00)i(0UU) OU) Q4) (U 4 -1 N -d lzv 0 >, -d 1-1 73 C') (/) C/) (U •0• N Q) oD Lt) U) H 0 0 H H 0 04 0 (D c-) -H U) a) Cl) 04 Lf) r .. -H r 0 0 0 0 0 ' 0 44 0 C') H 0 0 0 H 0 0 0 (D 0 0 0 0 0 0 co r—'.0 LU 0 0 0 0 0 • ••H 0 • 0 0 0 0 • I C") C') H a4 W 0u)Jc1 —QU)•H'-- PARAMOUNT FIRE SYSTEMS, INC. 9834 RIVER STREET LAKESIDE, CA 92040 LICENSE #C16-788204 HYDRAULIC CALCULATIONS FOR BRESSI RANCH - ASSISTED LIVING FACILITY 6255 NYGAARD STREET CARLSBAD, CALIFORNIA 92009 REMOTE AREA 6, ATTIC FILE NUMBER: BRESSI AREA 6.SDF DATE: 2/18/2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD 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: .10 gpm/sq. ft. 7 Attic Sprinklers (BB1, SD & AP) 7 sprinklers 191.6 gpm 291.6 gpm (100 gpm Hose Allow) 191.6 gpm @ 52.5 psi 5.6 PARAMOUNT FIRE SYSTEMS, INC. CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75.0 psi (67.5 psi @ 90%) RESIDUAL: 70.0 psi (63.0 psi @ 90%) FLOW: 1190 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST: 11/15/10 NOTE: AN ADDITIONAL ONE FOOT OF CPVC PIPING HAS BEEN ADDED TO THE HYDRAULIC CALCULATIONS (FITTINGS COLUMN) FOR EACH CPVC "TEE-ON-THE- RUN." CPVC FITTINGS HAVE BEEN REPRESENTED AS EQUIVALENT LENGTHS OF PIPE IN THE FITTINGS COLUMN PER BLAZEMASTER SPECIFICATIONS IN THE HYDRAULIC CALCULATIONS. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\ERESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BB & SD & AP WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1190.0 67.2 291.6 58.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 291.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 191.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 58.4 291.6 DCIN 2.0 - - - - 56.0 - - - DCOUT 2.0 - - - - 53.0 Ui -1.0 - - - - 53.9 - - - DIP -1.0 - - - - 53.4 - - - BOR 1.0 HOSE STREAM 52.5 100.0 TOR 10.7 - - - - 47.8 - - - 1 11.6 - - - - 46.5 - - - BSMT 11.6 - - - - 45.4 - - - ROOF 24.3 - - - - 39.3 - - - ii 24.3 - - - - 39.0 - - - 25 24.3 - - - - 39.0 - - - 26 24.3 - - - - 37.8 - - - 27 26.3 - - - - 36.3 - - - 28 24.3 - - - - 36.7 - - - 29 24.3 - - - - 36.7 - - - 30 24.3 - - - - 31.6 - - - 30A 24.3 - - - - 31.5 - - - 31 24.3 - - - - 31.5 - - - 32 24.3 - - - - 31.5 - - - 33 24.3 - - - - 31.4 - - - 34 24.3 - - - - 31.3 - - - 35 24.3 - - - - 31.1 - - - 36 24.3 - - - - 31.0 - - - 37 27.3 - - - - 37.6 - - - 38 31.0 - - - - 34.2 - - - 39 31.0 - - - - 34.2 - - - 40 31.0 - - - - 30.6 - - - 41 31.0 - - - - 29.2 - - - 42 31.0 - - - - 28.9 - - - 43 31.0 - - - - 28.5 - - - 64 24.3 - - - 31.2 - - - 65 25.0 - - - - 30.8 - - - 66 24.3 - - - - 30.8 - - - 67 25.0 - - - - 30.4 - - - 68 30.0 - - - - 28.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BB & SD & AP NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 69 30.0 - - - - 28.0 - - - 70 31.0 - - - - 21.9 - - - 71 25.3 - - - - 24.3 - - - 72 25.3 - - - - 24.2 - - - 73 24.3 - - - - 24.9 - - - 74 24.3 - - - - 24.9 - - - 75 24.3 - - - - 24.8 - - - 76 24.3 - - - - 24.8 - - - 77 24.3 - - - - 24.8 - - - 78 24.3 - - - - 24.6 - - - 79 24.3 - - - - 24.3 - - - 80 24.3 - - - - 24.7 - - - 81 24.3 - - - - 24.7 - - - 82 24.3 - - - - 24.7 - - - 83 24.3 - - - - 25.0 - - - 84 24.3 - - - - 25.0 - - - 4.3 24.3 - - - 26.4 - - - 4.4 24.3 - - - - 25.9 - - - 4.5 24.3 - - - - 25.2 - - - 4.6 24.3 - - - - 24.7 - - - 4.7 24.3 - - - - 24.7 - - - 4.8 24.3 - - - - 26.6 - - - 4.9 24.3 - - - - 25.9 - - - 4.10 24.3 - - - - 25.0 - - 7.1 24.3 - - - 22.5 - - - 7.2 24.3 - - - - 25.6 - - - 7.3 24.3 - - - - 22.5 - - - 7.5 24.3 - - - - 25.8 - - - 501 31.0 - - - - 25.0 - - - 502 31.0 - - - - 24.5 - - - 503 31.0 - - - - 24.0 - - - 504 31.0 - - - - 23.5 - - - 505 31.0 - - - - 23.1 - - - 601 31.0 K= 8.00 22.6 38.0 602 31.0 K= 5.60 21.6 26.1 603 29.0 K= 5.60 22.5 26.6 604 31.0 K= 5.60 21.7 26.1 605 29.0 K= 5.60 22.5 26.6 701 31.0 K= 5.60 17.9 23.7 702 28.0 - - - - 24.0 - - - 703 28.0 K= 5.60 19.2 24.6 704 28.0 - - - - 23.0 - - - 705 28.0 - - - - 24.2 - - - 706 26.0 - - - - 24.2 - - - 707 26.0 - - - - 24.0 - - - 708 26.0 - - - - 23.9 - - - 709 26.0 - - - - 23.7 - - - 710 26.0 - - - - 24.0 - - - 711 26.0 - - - - 24.1 - - - 712 26.0 - - - - 24.2 - - - 401 23.0 - - - - 23.4 - - - 402 23.0 - - - - 27.3 - - - 403 23.0 - - - - 26.9 - - - 404 23.0 - - - - 26.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BB & SD & AP NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 405 23.0 - - - - 25.8 - - - 406 23.0 - - - - 25.3 - - - 407 23.0 - - - - 25.3 - - - 408 23.0 - - - - 27.2 - - - 409 23.0 - - - - 26.4 - - - 410 23.0 - - - - 25.5 - - - 411 23.0 - - - - 25.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BB & SD & AP 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: 1 291.6 7.758 PL 30.00 PF 0.2 SRC -3.0 SRCE 58.4 (N/A) 2.0 150 FTG T2LG PE -2.2 DCIN 2.0 0.0 56.0 0.0 0.001 TL 285.59 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DCIN 2.0 0.0 56.0 0.0 3.0 psi, 291.5 gpm DCOUT 2.0 0.0 53.0 0.0 Pipe: 3 291.5 5.914 PL 83.00 PF 0.4 DCOUT 2.0 0.0 53.0 0.0 3.4 150 FTG T2L PE 1.3 Ui -1.0 0.0 53.9 0.0 0.003 TL 147.15 PV Pipe: 4 291.5 5.914 PL 140.00 PF 0.4 Ui -1.0 0.0 53.9 0.0 3.4 150 FTG 2L PE 0.0 DIP -1.0 0.0 53.4 0.0 0.003 TL 164.06 PV Pipe: 5 291.5 6.400 PL 8.00 PF 0.0 DIP -1.0 0.0 53.4 0.0 2.9 140 FTG L PE -0.9 BOR 1.0 H.S. 52.5 100.0 0.002 TL 22.00 PV Pipe: 6 191.5 3.314 PL 9.66 PF 0.5 BOR 1.0 H.S. 52.5 100.0 7.1 120 FTG L PE -4.2 TOR 10.7 0.0 47.8 0.0 0.031 TL 16.94 PV Pipe: 7 191.5 3.314 PL 9.00 PF 1.0 TOR 10.7 0.0 47.8 0.0 7.1 120 FTG 3L PE -0.4 1 11.6 0.0 46.5 0.0 0.031 TL 30.84 PV Pipe: 8 191.5 3.314 PL 3.08 PF 1.0 1 11.6 0.0 46.5 0.0 7.1 120 FTG TL PE 0.0 BSMT 11.6 0.0 45.4 0.0 0.031 TL 32.20 PV Pipe: 9 191.5 3.314 PL 12.75 PF 0.6 BSMT 11.6 0.0 45.4 0.0 7.1 120 FTG L PE -5.5 ROOF 24.3 0.0 39.3 0.0 0.031 TL 20.03 PV Pipe: 10 191.5 3.314 PL 0.92 PF 0.3 ROOF 24.3 0.0 39.3 0.0 7.1 120 FTG L PE 0.0 ii 24.3 0.0 39.0 0.0 0.031 TL 8.20 PV Pipe: ii 52.7 3.314 PL 5.42 PF 0.0 11 24.3 0.0 39.0 0.0 2.0 120 FTG ---- PE 0.0 25 24.3 0.0 39.0 0.0 0.003 TL 5.42 PV Pipe: 12 138.8 3.314 PL 48.33 Pr 1.2 ii 24.3 0.0 39.0 0.0 5.2 120 FTG T PE 0.0 26 24.3 0.0 37.8 0.0 0.017 TL 70.17 PV Pipe: 13 138.8 3.314 PL 16.83 PF 0.7 26 24.3 0.0 37.8 0.0 5.2 120 FTG 3L PE -0.9 27 26.3 0.0 36.3 0.0 0.017 TL 38.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2011 C:\HASS FILES\ERESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 33 & SD & AP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 129.4 3.314 PL 13.75 PF 0.4 27 26.3 0.0 36.3 0.0 4.8 120 FTG 2L PE 0.9 28 24.3 0.0 36.7 0.0 0.015 TL 28.31 PV Pipe: 15 74.9 3.314 PL 9.58 PF 0.1 28 24.3 0.0 36.7 0.0 2.8 120 FTG ---- PE 0.0 29 24.3 0.0 36.7 0.0 0.006 TL 9.58 PV Pipe: 16 74.9 2.003 PL 56.25 PF 5.1 29 24.3 0.0 36.7 0.0 7.6 150 FTG 64.0 PE 0.0 30 24.3 0.0 31.6 0.0 0.042 TL 120.25 PV Pipe: 17 54.5 2.003 PL 95.50 PF 5.2 28 24.3 0.0 36.7 0.0 5.6 150 FTG 125.0 PE 0.0 32 24.3 0.0 31.5 0.0 0.024 TL 220.50 PV Pipe: 18 -49.0 2.003 PL 1.25 PF 0.0 30A 24.3 0.0 31.5 0.0 5.0 150 FTG 1.0 PE 0.0 30 24.3 0.0 31.6 0.0 0.019 TL 2.25 PV Pipe: 19 25.9 2.003 PL 6.92 PF 0.0 30 24.3 0.0 31.6 0.0 2.6 150 FTG 1.0 PE 0.0 31 24.3 0.0 31.5 0.0 0.006 TL 7.92 PV Pipe: 20 8.4 2.003 PL 4.75 PF 0.0 31 24.3 0.0 31.5 0.0 0.9 150 FTG 1.0 PE 0.0 32 24.3 0.0 31.5 0.0 0.001 TL 5.75 PV Pipe: 21 62.9 2.003 PL 3.58 PF 0.1 32 24.3 0.0 31.5 0.0 6.4 150 FTG 1.0 PE 0.0 33 24.3 0.0 31.4 0.0 0.031 TL 4.58 PV Pipe: 22 41.0 2.003 PL 2.25 PF 0.0 33 24.3 0.0 31.4 0.0 4.2 150 FTG 1.0 PE 0.0 34 24.3 0.0 31.3 0.0 0.014 TL 3.25 PV Pipe: 23 56.1 2.003 PL 9.00 PF 0.2 34 24.3 0.0 31.3 0.0 5.7 150 FTG 1.0 PE 0.0 35 24.3 0.0 31.1 0.0 0.025 TL 10.00 PV Pipe: 24 38.5 2.003 PL 9.17 PF 0.1 35 24.3 0.0 31.1 0.0 3.9 150 FTG 1.0 PE 0.0 36 24.3 0.0 31.0 0.0 0.012 TL 10.17 PV Pipe: 25 52.7 2.003 PL 3.00 PF 0.2 25 24.3 0.0 39.0 0.0 5.4 150 FTG L PE -1.3 37 27.3 00 37.6 0.0 0.022 TL 6.89 PV Pipe: 26 52.7 2.003 PL 45.17 PF 1.8 37 27.3 0.0 37.6 0.0 5.4 150 FTG 34.0 PE -1.6 39 31.0 0.0 34.2 0.0 0.022 TL 79.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BE & SD & AP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -9.4 2.003 PL 14.67 PF 0.0 39 31.0 0.0 34.2 0.0 1.0 150 FTG 14.0 PE 0.0 38 31.0 0.0 34.2 0.0 0.001 TL 28.67 PV Pipe: 28 -9.4 2.003 PL 5.00 PF 0.0 38 31.0 0.0 34.2 0.0 1.0 150 FIG I PE 2.0 27 26.3 0.0 36.3 0.0 0.001 IL 17.96 PV Pipe: 29 62.1 2.003 PL 53.00 PF 3.6 39 31.0 0.0 34.2 0.0 6.3 150 FIG 66.0 PE 0.0 40 31.0 0.0 30.6 0.0 0.030 IL 119.00 PV Pipe: 30 62.1 2.003 PL 31.00 PF 1.5 40 31.0 0.0 30.6 0.0 6.3 150 FTG 18.0 PE 0.0 41 31.0 0.0 29.2 0.0 0.030 TL 49.00 PV Pipe: 31 62.1 2.003 PL 7.50 PF 0.3 41 31.0 0.0 29.2 0.0 6.3 150 FTG 2.0 PE 0.0 42 31.0 0.0 28.9 0.0 0.030 TL 9.50 PV Pipe: 32 62.1 2.003 PL 2.33 PF 0.4 42 31.0 0.0 28.9 0.0 6.3 150 FIG 11.0 PE 0.0 43 31.0 0.0 28.5 0.0 0.030 IL 13.33 PV Pipe: 33 15.1 2.003 PL 8.67 PF 0.0 43 31.0 0.0 28.5 0.0 1.5 150 FIG 10.0 PE 2.9 34 24.3 0.0 31.3 0.0 0.002 IL 18.67 PV Pipe: 34 47.0 2.003 PL 23.50 PF 0.8 43 31.0 0.0 28.5 0.0 4.8 150 FIG 23.0 PE 0.4 68 30.0 0.0 28.1 0.0 0.018 IL 46.50 PV Pipe: 35 -30.3 2.003 PL 25.67 PF 0.5 68 30.0 0.0 28.1 0.0 3.1 150 FIG 42.0 PE 2.2 65 25.0 0.0 30.8 0.0 0.008 IL 67.67 PV Pipe: 36 -30.3 2.003 PL 0.67 PF 0.1 65 25.0 0.0 30.8 0.0 3.1 150 FTG 10.0 PE 0.3 64 24.3 0.0 31.2 0.0 0.008 IL 10.67 PV Pipe: 37 77.4 2.003 PL 1.00 PF 0.1 68 30.0 0.0 28.1 0.0 7.9 150 FIG 1.0 PE 0.0 69 30.0 0.0 28.0 0.0 0.045 IL 2.00 PV Pipe: 38 -21.1 2.003 PL 27.50 PF 0.3 69 30.0 0.0 28.0 0.0 2.1 150 FIG 43.0 PE 2.2 67 25.0 0.0 30.4 0.0 0.004 TL 70.50 PV Pipe: 39 -21.1 2.003 PL 0.67 PF 0.0 67 25.0 0.0 30.4 0.0 2.1 150 FIG 10.0 PE 0.3 66 24.3 0.0 30.8 0.0 0.004 IL 10.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BE & SD & AP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 98.4 2.003 FL 16.00 PF 2.5 69 30.0 0.0 28.0 0.0 10.0 150 FTG 20.0 FE -0.4 501 31.0 0.0 25.0 0.0 0.070 TL 36.00 PV Pipe: 41 98.4 2.003 PL 6.00 PF 0.5 501 31.0 0.0 25.0 0.0 10.0 150 FTG 1.0 FE 0.0 502 31.0 0.0 24.5 0.0 0.070 TL 7.00 PV Pipe: 42 98.4 2.003 PL 6.00 PF 0.5 502 31.0 0.0 24.5 0.0 10.0 150 FTG 1.0 FE 0.0 503 31.0 0.0 24.0 0.0 0.070 TL 7.00 PV Pipe: 43 98.4 2.003 FL 6.00 PF 0.5 503 31.0 0.0 24.0 0.0 10.0 150 FTG 1.0 PE 0.0 504 31.0 0.0 23.5 0.0 0.070 TL 7.00 PV Pipe: 44 98.4 2.003 FL 6.00 PF 0.5 504 31.0 0.0 23.5 0.0 10.0 150 FTG 1.0 PE 0.0 505 31.0 0.0 23.1 0.0 0.070 TL 7.00 PV Pipe: 45 98.4 2.003 FL 6.00 PP 0.5 505 31.0 0.0 23.1 0.0 10.0 150 FTG 1.0 FE 0.0 601 31.0 8.0 22.6 38.0 0.070 TL 7.00 PV Pipe: 46 60.4 2.003 FL 4.00 PF 0.7 601 31.0 8.0 22.6 38.0 6.2 150 FTG 19.0 FE 0.0 70 31.0 0.0 21.9 0.0 0.029 TL 23.00 PV Pipe: 47 31.3 2.003 FL 3.17 PP 0.3 70 31.0 0.0 21.9 0.0 3.2 150 FTG 28.0 FE 0.0 602 31.0 5.6 21.6 26.1 0.008 IL 31.17 PV Pipe: 48 5.3 2.003 FL 6.00 PF 0.0 602 31.0 5.6 21.6 26.1 0.5 150 FTG 1.0 FE 0.9 603 29.0 5.6 22.5 26.6 0.000 IL 7.00 PV Pipe: 49 -21.3 2.003 FL 21.00 PF 0.1 603 29.0 5.6 22.5 26.6 2.2 150 FIG 5.0 PE 1.6 72 25.3 0.0 24.2 0.0 0.004 IL 26.00 PV Pipe: 50 -21.3 2.003 FL 1.00 PP 0.1 72 25.3 0.0 24.2 0.0 2.2 150 FIG 19.0 PE 0.4 82 24.3 0.0 24.7 0.0 0.004 IL 20.00 PV Pipe: 51 29.1 2.003 FL 3.17 PP 0.2 70 31.0 0.0 21.9 0.0 3.0 150 FIG 28.0 FE 0.0 604 31.0 5.6 21.7 26.1 0.007 IL 31.17 PV Pipe: 52 3.0 2.003 FL 6.00 PF 0.0 604 31.0 5.6 21.7 26.1 0.3 150 FTG 1.0 FE 0.9 605 29.0 5.6 22.5 26.6 0.000 IL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BE & SD & AF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -23.6 2.003 PL 21.00 PF 0.1 605 29.0 5.6 22.5 26.6 2.4 150 FTG 5.0 FE 1.6 71 25.3 0.0 24.3 0.0 0.005 IL 26.00 PV Pipe: 54 -23.6 2.003 FL 1.00 PF 0.1 71 25.3 0.0 24.3 0.0 2.4 150 FIG 19.0 FE 0.4 75 24.3 0.0 24.8 0.0 0.005 TL 20.00 PV Pipe: 55 0.0 1.101 PL 7.00 PF 0.0 73 24.3 0.0 24.9 0.0 0.0 150 FIG 2.0 PE 0.0 74 24.3 0.0 24.9 0.0 0.000 IL 9.00 PV Pipe: 56 18.7 1.101 PL 1.25 PF 0.1 74 24.3 0.0 24.9 0.0 6.3 150 FIG 1.0 FE 0.0 75 24.3 0.0 24.8 0.0 0.060 TL 2.25 PV Pipe: 57 -4.9 1.101 FL 1.83 PF 0.0 75 24.3 0.0 24.8 0.0 1.6 150 FTG 2.0 FE 0.0 76 24.3 0.0 24.8 0.0 0.005 TL 3.83 PV Pipe: 58 -4.9 1.101 PL 3.08 PF 0.0 76 24.3 0.0 24.8 0.0 1.6 150 FIG 1.0 FE 0.0 77 24.3 0.0 24.8 0.0 0.005 IL 4.08 PV Pipe: 59 12.5 1.101 FL 3.08 PF 0.1 77 24.3 0.0 24.8 0.0 4.2 150 FIG 2.0 FE -0.7 710 26.0 0.0 24.0 0.0 0.029 IL 5.08 PV Pipe: 60 12.5 1.101 PL 1.75 PF 0.1 710 26.0 0.0 24.0 0.0 4.2 150 FTG 1.0 FE 0.7 78 24.3 0.0 24.6 0.0 0.029 TL 2.75 PV Pipe: 61 12.5 1.101 PL 6.25 PF 0.2 78 24.3 0.0 24.6 0.0 4.2 150 FTG 2.0 PE -0.7 709 26.0 0.0 23.7 0.0 0.029 IL 8.25 PV Pipe: 62 12.5 1.101 FL 1.67 PF 0.1 709 26.0 0.0 23.7 0.0 4.2 150 FIG 1.0 FE 0.7 79 24.3 0.0 24.3 0.0 0.029 TL 2.67 PV Pipe: 63 -13.8 1.101 FL 6.75 PF 0.3 79 24.3 0.0 24.3 0.0 4.6 150 FTG 2.0 FE -0.7 708 26.0 0.0 23.9 0.0 0.034 IL 8.75 PV Pipe: 64 -13.8 1.101 FL 1.42 PF 0.1 708 26.0 0.0 23.9 0.0 4.6 150 FTG 1.0 FE 0.7 4.6 24.3 0.0 24.7 0.0 0.034 TL 2.42 PV Pipe: 65 -13.8 1.101 FL 1.00 PF 0.1 4.6 24.3 0.0 24.7 0.0 4.6 150 FTG 1.0 FE 0.0 80 24.3 0.0 24.7 0.0 0.034 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BE & SD & AP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 3.9 1.101 PL 4.00 PF 0.0 80 24.3 0.0 24.7 0.0 1.3 150 FTG 1.0 PE 0.0 81 24.3 0.0 24.7 0.0 0.003 TL 5.00 PV Pipe: 67 3.9 1.101 PL 1.75 PF 0.0 81 24.3 0.0 24.7 0.0 1.3 150 FTG 1.0 PE 0.0 82 24.3 0.0 24.7 0.0 0.003 TL 2.75 PV Pipe: 68 -17.4 1.101 PL 3.50 PF 0.2 82 24.3 0.0 24.7 0.0 5.9 150 FTG 1.0 PE 0.0 83 24.3 0.0 25.0 0.0 0.053 TL 4.50 PV .Pipe: 69 0.0 1.101 PL 4.75 PF 0.0 83 24.3 0.0 25.0 0.0 0.0 150 FTG 1.0 FE 0.0 84 24.3 0.0 25.0 0.0 0.000 TL 5.75 PV Pipe: 70 49.0 2.003 PL 7.75 PF 0.4 30A 24.3 0.0 31.5 0.0 5.0 150 FTG 11.0 PE 0.0 64 24.3 0.0 31.2 0.0 0.019 TL 18.75 PV Pipe: 71 18.7 1.101 PL 85.00 PF 6.2 64 24.3 0.0 31.2 0.0 6.3 150 FTG 19.0 FE 0.0 74 24.3 0.0 24.9 0.0 0.060 TL 104.00 PV Pipe: 72 17.4 1.101 FL 86.67 PF 5.7 31 24.3 0.0 31.5 0.0 5.9 150 FTG 22.0 FE 0.0 7.5 24.3 0.0 25.8 0.0 0.053 TL 108.67 PV Pipe: 73 17.4 1.101 FL 8.00 PF 1.0 7.5 24.3 0.0 25.8 0.0 5.9 150 FTG 10.0 FE 0.0 77 24.3 0.0 24.8 0.0 0.053 TL 18.00 PV Pipe: 74 21.9 1.101 FL 79.17 PF 8.9 33 24.3 0.0 31.4 0.0 7.4 150 FTG 31.0 FE 0.0 7.1 24.3 0.0 22.5 0.0 0.081 TL 110.17 PV Pipe: 75 -1.7 1.101 FL 11.50 PF 0.0 7.1 24.3 0.0 22.5 0.0 0.6 150 FTG 2.0 FE 0.0 7.3 24.3 0.0 22.5 0.0 0.001 TL 13.50 PV Pipe: 76 -26.3 1.101 FL 1.67 PF 0.3 7.3 24.3 0.0 22.5 0.0 8.9 150 FTG 1.0 FE 0.6 401 23.0 0.0 23.4 0.0 0.113 TL 2.67 PV Pipe: 77 -26.3 1.101 PL 6.33 PF 1.5 401 23.0 0.0 23.4 0.0 8.9 150 FTG 7.0 FE -0.6 79 24.3 0.0 24.3 0.0 0.113 TL 13.33 PV Pipe: 78 17.6 1.101 PL 65.33 PF 4.3 35 24.3 0.0 31.1 0.0 5.9 150 FTG 15.0 FE 0.6 402 23.0 0.0 27.3 0.0 0.054 TL 80.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BB & SD & AP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 79 17.6 1.101 PL 6.33 PF 0.4 402 23.0 0.0 27.3 0.0 5.9 150 FTG 1.0 PE -0.6 4.3 24.3 0.0 26.4 0.0 0.054 TL 7.33 PV Pipe: 80 17.6 1.101 PL 7.83 PP 0.5 4.3 24.3 0.0 26.4 0.0 5.9 150 FTG 1.0 PE 0.0 4.4 24.3 0.0 25.9 0.0 0.054 TL 8.83 PV Pipe: 81 17.6 1.101 PL 5.17 PP 0.3 4.4 24.3 0.0 25.9 0.0 5.9 150 FTG 1.0 PE 0.0 7.2 24.3 0.0 25.6 0.0 0.054 TL 6.17 PV Pipe: 82 17.6 1.101 PL 5.25 PF 0.3 7.2 24.3 0.0 25.6 0.0 5.9 150 FTG 1.0 PE 0.0 4.5 24.3 0.0 25.2 0.0 0.054 TL 6.25 PV Pipe: 83 17.6 1.101 PL 2.75 PF 0.5 4.5 24.3 0.0 25.2 0.0 5.9 150 FTG 6.0 PE 0.0 80 24.3 0.0 24.7 0.0 0.054 TL 8.75 PV Pipe: 84 38.5 2.003 PL 5.50 PF 0.2 36 24.3 0.0 31.0 0.0 3.9 150 FTG 9.0 PE 0.0 66 24.3 0.0 30.8 0.0 0.012 TL 14.50 PV Pipe: 85 17.4 1.101 PL 63.42 PF 4.1 66 24.3 0.0 30.8 0.0 5.9 150 FTG 15.0 PE 0.0 4.8 24.3 0.0 26.6 0.0 0.053 TL 78.42 PV Pipe: 86 17.4 1.101 PL 12.67 PP 0.8 4.8 24.3 0.0 26.6 0.0 5.9 150 FTG 2.0 PE 0.0 4.9 24.3 0.0 25.9 0.0 0.053 TL 14.67 PV Pipe: 87 17.4 1.101 PL 11.17 PF 0.9 4.9 24.3 0.0 25.9 0.0 5.9 150 FTG 6.0 PE 0.0 83 24.3 0.0 25.0 0.0 0.053 TL 17.17 PV Pipe: 88 0.0 1.101 PL 6.50 PF 0.0 84 24.3 0.0 25.0 0.0 0.0 150 FTG 11.0 PE 0.6 411 23.0 0.0 25.5 0.0 0.000 TL 17.50 PV Pipe: 89 0.0 1.101 PL 1.66 PF 0.0 84 24.3 0.0 25.0 0.0 0.0 150 FTG 5.0 PE 0.0 4.10 24.3 0.0 25.0 0.0 0.000 TL 6.66 PV Pipe: 90 0.0 1.101 PL 2.00 PF 0.0 4.10 24.3 0.0 25.0 0.0 0.0 150 FTG 10.0 PE 0.6 410 23.0 0.0 25.5 0.0 0.000 TL 12.00 PV Pipe: 91 0.0 1.101 PL 2.17 PF 0.0 4.10 24.3 0.0 25.0 0.0 0.0 150 FTG 6.0 PE -0.7 706 26.0 0.0 24.2 0.0 0.000 TL 8.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BE & SD& AP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 92 0.0 1.101 PL 1.58 PF 0.0 81 24.3 0.0 24.7 0.0 0.0 150 FTG 5.0 PE 0.0 4.7 24.3 0.0 24.7 0.0 0.000 TL 6.58 PV Pipe: 93 0.0 1.101 PL 2.33 PF 0.0 4.7 24.3 0.0 24.7 0.0 0.0 150 FTG 10.0 PE 0.6 407 23.0 0.0 25.3 0.0 0.000 TL 12.33 PV Pipe: 94 0.0 1.101 PL 2.25 PF 0.0 4.7 24.3 0.0 24.7 0.0 0.0 150 FTG 6.0 PE -0.7 707 26.0 0.0 24.0 0.0 0.000 TL 8.25 PV Pipe: 95 0.0 1.101 PL 7.67 PF 0.0 4.6 24.3 0.0 24.7 0.0 0.0 150 FTG 10.0 PE 0.6 406 23.0 0.0 25.3 0.0 0.000 TL 17.67 PV Pipe: 96 0.0 1.101 PL 2.25 PF 0.0 4.3 24.3 0.0 26.4 0.0 0.0 150 FTG 10.0 PE 0.6 403 23.0 0.0 26.9 0.0 0.000 TL 12.25 PV Pipe: 97 0.0 1.101 PL 2.08 PF 0.0 4.4 24.3 0.0 25.9 0.0 0.0 150 FTG 10.0 FE 0.6 404 23.0 0.0 26.5 0.0 0.000 TL 12.08 PV Pipe: 98 0.0 1.101 PL 1.67 PF 0.0 4.8 24.3 0.0 26.6 0.0 0.0 150 FTG 10.0 FE 0.6 408 23.0 0.0 27.2 0.0 0.000 TL 11.67 PV Pipe: 99 0.0 1.101 FL 3.50 PP 0.0 4.9 24.3 0.0 25.9 0.0 0.0 150 FTG 10.0 FE 0.6 409 23.0 0.0 26.4 0.0 0.000 IL 13.50 PV Pipe: 100 0.0 1.101 FL 5.50 PF 0.0 7.2 24.3 0.0 25.6 0.0 0.0 150 FIG 10.0 FE -1.6 702 28.0 0.0 24.0 0.0 0.000 IL 15.50 PV Pipe: 101 0.0 1.101 FL 2.08 PF 0.0 4.5 24.3 0.0 25.2 0.0 0.0 150 FIG 10.0 FE 0.6 405 23.0 0.0 25.8 0.0 0.000 IL 12.08 PV Pipe: 102 23.7 1.101 FL 8.25 PF 1.7 7.1 24.3 0.0 22.5 0.0 8.0 150 FIG 10.0 BE -2.9 701 31.0 5.6 17.9 23.7 0.093 TL 18.25 PV Pipe: 103 24.6 1.101 PL 6.75 PP 1.7 7.3 24.3 0.0 22.5 0.0 8.3 150 FIG 10.0 FE -1.6 703 28.0 5.6 19.2 24.6 0.099 TL 16.75 PV Pipe: 104 0.0 1.101 FL 14.25 PF 0.0 78 24.3 0.0 24.6 0.0 0.0 150 FTG 16.0 PE -1.6 704 28.0 0.0 23.0 0.0 0.000 IL 30.25 By SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BE & SD & AP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 105 0.0 1.101 PL 5.00 PF 0.0 7.5 24.3 0.0 25.8 0.0 0.0 150 FTG 6.0 PE -1.6 705 28.0 0.0 24.2 0.0 0.000 TL 11.00 PV Pipe: 106 0.0 1.101 PL 4.00 PF 0.0 76 24.3 0.0 24.8 0.0 0.0 150 FTG 10.0 PE -0.7 711 26.0 0.0 24.1 0.0 0.000 TL 14.00 PV Pipe: 107 0.0 1.101 PL 4.00 PF 0.0 73 24.3 0.0 24.9 0.0 0.0 150 FTG 10.0 PE -0.7 712 26.0 0.0 24.2 0.0 0.000 TL 14.00 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.165 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.0 ft/sec at pipe 41. 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 Eli Tee LngEll ChkVlv BfyViv GatViv AimChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 5.914 12.38 26.53 7.96 28.30 8.84 2.65 24.76 24.76 26.53 7.758 46.43 99.50 29.85 106.13 33.17 9.95 92.87 92.87 99.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BB & SD & AP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkViv BfyVlv GatViv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 CD 0 CD I CD 0 '0 CD CD H CD CD CD H CD CD CD CD SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 6.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 6, 7 BB & SD & AP CD CD CD CD CD CD CD CD 0 CD CD CD CD C) 0 LC) C') CN —QO)H- - o CD . H CD CD H PARAMOUNT FIRE SYSTEMS, INC. 9834 RIVER STREET LAKESIDE, CA 92040 LICENSE #C16-788204 HYDRAULIC CALCULATIONS FOR BRESSI RANCH - ASSISTED LIVING FACILITY 6255 NYGAARD STREET CARLSBAD, CALIFORNIA 92009 REMOTE AREA 7, ATTIC FILE NUMBER: BRESSI AREA 7.SDF DATE: 2/18/2010 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD 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: .10 gpm/sq. ft. 879 sq. ft. 12 AP sprinklers 208.6 gpm 308.6 gpm (100 gpm Hose Allow) 208.6 gpm @ 45.1 psi PARAMOUNT FIRE SYSTEMS, INC. CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 75.0 psi (67.5 psi @ 90%) RESIDUAL: 70.0 psi (63.0 psi @ 90%) FLOW: 1190 gpm SOURCE: PARAMOUNT FIRE SYSTEMS FLOW TEST: 11/15/10 NOTE: AN ADDITIONAL ONE FOOT OF CPVC PIPING HAS BEEN ADDED TO THE HYDRAULIC CALCULATIONS (FITTINGS COLUMN) FOR EACH CPVC "TEE-ON-THE- RUN." CPVC FITTINGS HAVE BEEN REPRESENTED AS EQUIVALENT LENGTHS OF PIPE IN THE FITTINGS COLUMN PER BLAZEMASTER SPECIFICATIONS IN THE HYDRAULIC CALCULATIONS. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\ERESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 67.5 63.0 1190.0 67.1 308.6 51.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 308.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 208.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 51.0 308.6 DCIN 2.0 - - - - 48.6 - - - DCOUT 2.0 - - - - 45.6 Ui -1.0 - - - - 46.5 - - - DIP -1.0 - - - - 46.0 - - - BOR 1.0 HOSE STREAM 45.1 100.0 TOR 10.7 - - - - 40.3 - - - 1 11.6 - - - - 38.7 - - - BSMT 11.6 - - - - 37.5 ROOF 24.3 - - - - 31.3 - - - 11 24.3 - - - - 31.0 - - - 25 24.3 - - - - 31.0 - - - 26 24.3 - - - - 29.6 - - - 27 26.3 - - - - 27.9 - - - 28 24.3 - - - - 28.3 - - - 29 24.3 - - - - 28.2 30 24.3 - - - - 22.2 - - - 30A 24.3 - - - - 22.2 - - - 31 24.3 - - - - 22.2 - - - 32 24.3 - - - - 22.2 - - - 33 24.3 - - - - 22.0 - - - 34 24.3 - - - - 22.0 - - - 35 24.3 - - - - 21.7 - - - 36 24.3 - - - - 21.5 - - - 37 27.3 - - - - 29.5 - - - 38 31.0 - - - - 25.9 - - - 39 31.0 - - - - 25.8 - - - 40 31.0 - - - - 21.7 - - - 41 31.0 - - - - 20.0 - - - 42 31.0 - - - - 19.6 - - - 43 31.0 - - - - 19.2 - - - 64 24.3 - - - - 21.8 - - - 65 25.0 - - -- 21.4 - - - 66 24.3 - - - - 21.4 - - - 67 25.0 - - - - 21.0 - - - 68 30.0 - - - - 18.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\ERESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 69 30.0 - - - - 18.7 - - - 70 31.0 - - - - 12.2 - - - 71 25.3 - - - - 13.5 - - - 72 25.3 - - - - 13.5 - - - 73 24.3 - - - - 13.1 - - - 74 24.3 - - - - 13.6 - - - 75 24.3 - - - - 13.6 - - - 76 24.3 - - - - 12.3 - - - 77 24.3 - - - - 11.7 - - - 78 24.3 - - - - 10.4 - - - 79 24.3 - - - - 10.4 - - - 80 24.3 - - - - 11.9 - - - 81 24.3 - - - - 12.6 - - - 82 24.3 - - - - 13.6 - - - 83 24.3 - - - - 13.6 - - - 84 24.3 - - - - 13.2 - - - 4.3 24.3 - - - - 13.4 - - - 4.4 24.3 - - - - 12.6 - - - 4.5 24.3 - - - - 12.0 - - - 4.6 24.3 - - - - 11.5 - - - 4.7 24.3 - - - - 12.2 - - - 4.8 24.3 - - - - 15.8 - - - 4.9 24.3 - - - - 14.8 - - - 4.10 24.3 - - - - 12.8 - - - 7.1 24.3 - - - - 10.6 - - - 7.2 24.3 - - - - 12.0 - - - 7.3 24.3 - - - - 10.3 - - - 7.5 24.3 - - - - 11.8 - - - 501 31.0 - - - - 15.9 - - - 502 31.0 - - - - 15.5 - - - 503 31.0 - - - - 15.0 - - - 504 31.0 - - - - 14.6 - - - 505 31.0 - - - - 14.1 - - - 601 31.0 - - - - 13.7 - - - 602 31.0 - - - - 11.6 - - - 603 29.0 - - - - 12.4 - - - 604 31.0 - - - - 11.7 - - - 605 29.0 - - - - 12.4 - - - 701 31.0 K= 5.60 7.0 14.8 702 28.0 K= 5.60 9.6 17.4 703 28.0 K= 5.60 8.0 15.8 704 28.0 K= 5.60 7.5 15.4 705 28.0 K= 5.60 9.6 17.4 706 26.0 K= 5.60 11.6 19.0 707 26.0 K= 5.60 11.0 18.6 708 26.0 K= 5.60 10.2 17.9 709 26.0 K= 5.60 9.6 17.4 710 26.0 K= 5.60 9.8 17.6 711 26.0 K= 5.60 10.7 18.3 712 26.0 K= 5.60 11.5 19.0 401 23.0 - - - - 10.9 - - - 402 23.0 - - - - 14.7 - - - 403 23.0 - - - - 14.0 - - - 404 23.0 - - - - 13.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 405 23.0 - - - - 12.5 - - - 406 23.0 - - - - 12.0 - - - 407 23.0 - - - - 12.8 - - - 408 23.0 - - - - 16.4 - - - 409 23.0 - - - - 15.4 - - - 410 23.0 - - - - 13.4 - - - 411 23.0 - - - - 13.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AF HEADS @ 7 PSI PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 308.6 7.758 PL 30.00 PF 0.2 SRC -3.0 SRCE 51.0 (N/A) 2.1 150 FTG T2LG FE -2.2 DCIN 2.0 0.0 48.6 0.0 0.001 TL 285.59 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DCIN 2.0 0.0 48.6 0.0 3.0 psi, 308.6 gpm DCOUT 2.0 0.0 45.6 0.0 Pipe: 3 308.6 5.914 PL 83.00 PF 0.4 DCOUT 2.0 0.0 45.6 0.0 3.6 150 FTG T21, FE 1.3 Ui -1.0 0.0 46.5 0.0 0.003 TL 147.15 PV Pipe: 4 308.6 5.914 PL 140.00 PF 0.5 Ui -1.0 0.0 46.5 0.0 3.6 150 FTG 2L FE 0.0 DIP -1.0 0.0 46.0 0.0 0.003 TL 164.06 PV Pipe: 5 308.6 6.400 PL 8.00 PF 0.1 DIP -1.0 0.0 46.0 0.0 3.1 140 FTG L PE -0.9 BOR 1.0 H.S. 45.1 100.0 0.002 TL 22.00 PV Pipe: 6 208.6 3.314 FL 9.66 PF 0.6 BOR 1.0 H.S. 45.1 100.0 7.8 120 FTG L PE -4.2 TOR 10.7 0.0 40.3 0.0 0.037 TL 16.94 PV Pipe: 7 208.6 3.314 FL 9.00 PF 1.1 TOR 10.7 0.0 40.3 0.0 7.8 120 FTG 3L PE -0.4 1 11.6 0.0 38.7 0.0 0.037 TL 30.84 PV Pipe: 8 208.6 3.314 FL 3.08 PF 1.2 1 11.6 0.0 38.7 0.0 7.8 120 FTG TL FE 0.0 BSMT 11.6 0.0 37.5 0.0 0.037 TL 32.20 PV Pipe: 9 208.6 3.314 FL 12.75 PF 0.7 BSMT 11.6 0.0 37.5 0.0 7.8 120 FIG L PE -5.5 ROOF 24.3 0.0 31.3 0.0 0.037 TL 20.03 PV Pipe: 10 208.6 3.314 FL 0.92 PF 0.3 ROOF 24.3 0.0 31.3 0.0 7.8 120 FTG L FE 0.0 ii 24.3 0.0 31.0 0.0 0.037 TL 8.20 PV Pipe: 11 57.4 3.314 FL 5.42 PF 0.0 11 24.3 0.0 31.0 0.0 2.1 120 FTG ---- PE 0.0 25 24.3 0.0 31.0 0.0 0.003 IL 5.42 PV Pipe: 12 151.2 3.314 FL 48.33 PF 1.4 ii 24.3 0.0 31.0 0.0 5.6 120 FIG I FE 0.0 26 24.3 0.0 29.6 0.0 0.020 IL 70.17 PV Pipe: 13 151.2 3.314 FL 16.83 PF 0.8 26 24.3 0.0 29.6 0.0 5.6 120 FIG 3L FE -0.9 27 26.3 0.0 27.9 0.0 0.020 IL 38.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 141.0 3.314 PL 13.75 PF 0.5 27 26.3 0.0 27.9 0.0 5.2 120 FTG 2L PE 0.9 28 24.3 0.0 28.3 0.0 0.018 TL 28.31 PV Pipe: 15 81.6 3.314 PL 9.58 PF 0.1 28 24.3 0.0 28.3 0.0 3.0 120 FTG ---- PE 0.0 29 24.3 0.0 28.2 0.0 0.006 TL 9.58 PV Pipe: 16 81.6 2.003 PL 56.25 PF 6.0 29 24.3 0.0 28.2 0.0 8.3 150 FTG 64.0 PE 0.0 30 24.3 0.0 22.2 0.0 0.050 TL 120.25 PV Pipe: 17 59.5 2.003 PL 95.50 PP 6.1 28 24.3 0.0 28.3 0.0 6.1 150 FTG 125.0 PE 0.0 32 24.3 0.0 22.2 0.0 0.028 TL 220.50 PV Pipe: 18 -50.8 2.003 FL 1.25 PP 0.0 30A 24.3 0.0 22.2 0.0 5.2 150 FTG 1.0 PE 0.0 30 24.3 0.0 22.2 0.0 0.021 TL 2.25 PV Pipe: 19 30.7 2.003 PL 6.92 PF 0.1 30 24.3 0.0 22.2 0.0 3.1 150 FTG 1.0 PE 0.0 31 24.3 0.0 22.2 0.0 0.008 TL 7.92 PV Pipe: 20 6.8 2.003 PL 4.75 PF 0.0 31 24.3 0.0 22.2 0.0 0.7 150 FTG 1.0 PE 0.0 32 24.3 0.0 22.2 0.0 0.000 IL 5.75 PV Pipe: 21 66.2 2.003 PL 3.58 PP 0.2 32 24.3 0.0 22.2 0.0 6.7 150 FTG 1.0 PE 0.0 33 24.3 0.0 22.0 0.0 0.034 TL 4.58 PV Pipe: 22 41.1 2.003 PL 2.25 PF 0.0 33 24.3 0.0 22.0 0.0 4.2 150 FTG 1.0 PE 0.0 34 24.3 0.0 22.0 0.0 0.014 TL 3.25 PV Pipe: 23 61.9 2.003 PL 9.00 PF 0.3 34 24.3 0.0 22.0 0.0 6.3 150 FIG 1.0 PE 0.0 35 24.3 0.0 21.7 0.0 0.030 TL 10.00 PV Pipe: 24 38.1 2.003 PL 9.17 PP 0.1 35 24.3 0.0 21.7 0.0 3.9 150 FIG 1.0 FE 0.0 36 24.3 0.0 21.5 0.0 0.012 IL 10.17 PV Pipe: 25 57.4 2.003 FL 3.00 FE 0.2 25 24.3 0.0 31.0 0.0 5.8 150 FTG L FE -1.3 37 27.3 0.0 29.5 0.0 0.026 TL 6.89 FV Pipe: 26 57.4 2.003 FL 45.17 PF 2.1 37 27.3 0.0 29.5 0.0 5.8 150 FIG 34.0 FE -1.6 39 31.0 0.0 25.8 0.0 0.026 IL 79.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOE TITLE: ERESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS 8 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -10.1 2.003 PL 14.67 PF 0.0 39 31.0 0.0 25.8 0.0 1.0 150 FTG 14.0 PE 0.0 38 31.0 0.0 25.9 0.0 0.001 TL 28.67 PV Pipe: 28 -10.1 2.003 PL 5.00 PF 0.0 38 31.0 0.0 25.9 0.0 1.0 150 FTG T PE 2.0 27 26.3 0.0 27.9 0.0 0.001 TL 17.96 PV Pipe: 29 67.5 2.003 PL 53.00 PF 4.2 39 31.0 0.0 25.8 0.0 6.9 150 FTG 66.0 PE 0.0 40 31.0 0.0 21.7 0.0 0.035 TL 119.00 PV Pipe: 30 67.5 2.003 PL 31.00 PF 1.7 40 31.0 0.0 21.7 0.0 6.9 150 FTG 18.0 PE 0.0 41 31.0 0.0 20.0 0.0 0.035 TL 49.00 PV Pipe: 31 67.5 2.003 PL 7.50 PF 0.3 41 31.0 0.0 20.0 0.0 6.9 150 FTG 2.0 PE 0.0 42 31.0 0.0 19.6 0.0 0.035 IL 9.50 PV Pipe: 32 67.5 2.003 PL 2.33 PF 0.5 42 31.0 0.0 19.6 0.0 6.9 150 FIG 11.0 PE 0.0 43 31.0 0.0 19.2 0.0 0.035 IL 13.33 PV Pipe: 33 20.8 2.003 PL 8.67 PF 0.1 43 31.0 0.0 19.2 0.0 2.1 150 FTG 10.0 PE 2.9 34 24.3 0.0 22.0 0.0 0.004 TL 18.67 PV Pipe: 34 46.7 2.003 PL 23.50 PF 0.8 43 31.0 0.0 19.2 0.0 4.8 150 FIG 23.0 PE 0.4 68 30.0 0.0 18.8 0.0 0.018 TL 46.50 PV Pipe: 35 -29.2 2.003 PL 25.67 PF 0.5 68 30.0 0.0 18.8 0.0 3.0 150 FTG 42.0 PE 2.2 65 25.0 0.0 21.4 0.0 0.007 TL 67.67 PV Pipe: 36 -29.2 2.003 PL 0.67 PF 0.1 65 25.0 0.0 21.4 0.0 3.0 150 FIG 10.0 PE 0.3 64 24.3 0.0 21.8 0.0 0.007 IL 10.67 PV Pipe: 37 75.9 2.003 PL 1.00 PF 0.1 68 30.0 0.0 18.8 0.0 7.7 150 FTG 1.0 PE 0.0 69 30.0 0.0 18.7 0.0 0.044 IL 2.00 PV Pipe: 38 -17.7 2.003 PL 27.50 PF 0.2 69 30.0 0.0 18.7 0.0 1.8 150 FIG 43.0 PE 2.2 67 25.0 0.0 21.0 0.0 0.003 IL 70.50 PV Pipe: 39 -17.7 2.003 PL 0.67 PF 0.0 67 25.0 0.0 21.0 0.0 1.8 150 FTG 10.0 PE 0.3 66 24.3 0.0 21.4 0.0 0.003 IL 10.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF .JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 93.6 2.003 PL 16.00 PF 2.3 69 30.0 0.0 18.7 0.0 9.5 150 FTG 20.0 PE -0.4 501 31.0 0.0 15.9 0.0 0.064 TL 36.00 PV Pipe: 41 93.6 2.003 PL 6.00 PF 0.4 501 31.0 0.0 15.9 0.0 9.5 150 FTG 1.0 PE 0.0 502 31.0 0.0 15.5 0.0 0.064 TL 7.00 PV Pipe: 42 93.6 2.003 PL 6.00 PF 0.4 502 31.0 0.0 15.5 0.0 9.5 150 FTG 1.0 PE 0.0 503 31.0 0.0 15.0 0.0 0.064 TL 7.00 PV Pipe: 43 93.6 2.003 PL 6.00 PF 0.4 503 31.0 0.0 15.0 0.0 9.5 150 FTG 1.0 PE 0.0 504 31.0 0.0 14.6 0.0 0.064 TL 7.00 PV Pipe: 44 93.6 2.003 PL 6.00 PF 0.4 504 31.0 0.0 14.6 0.0 9.5 150 FTG 1.0 PE 0.0 505 31.0 0.0 14.1 0.0 0.064 TL 7.00 PV Pipe: 45 93.6 2.003 PL 6.00 PF 0.4 505 31.0 0.0 14.1 0.0 9.5 150 FTG 1.0 PE 0.0 601 31.0 0.0 13.7 0.0 0.064 TL 7.00 PV Pipe: 46 93.6 2.003 PL 4.00 PF 1.5 601 31.0 0.0 13.7 0.0 9.5 150 FTG 19.0 PE 0.0 70 31.0 0.0 12.2 0.0 0.064 TL 23.00 PV Pipe: 47 47.3 2.003 PL 3.17 PF 0.6 70 31.0 0.0 12.2 0.0 4.8 150 FTG 28.0 PE 0.0 602 31.0 0.0 11.6 0.0 0.018 TL 31.17 PV Pipe: 48 47.3 2.003 PL 6.00 PF 0.1 602 31.0 0.0 11.6 0.0 4.8 150 FTG 1.0 PE 0.9 603 29.0 0.0 12.4 0.0 0.018 TL 7.00 PV Pipe: 49 47.3 2.003 PL 21.00 PF 0.5 603 29.0 0.0 12.4 0.0 4.8 150 FTG 5.0 PH 1.6 72 25.3 0.0 13.5 0.0 0.018 TL 26.00 PV Pipe: 50 47.3 2.003 PL 1.00 PF 0.4 72 25.3 0.0 13.5 0.0 4.8 150 FTG 19.0 PE 0.4 82 24.3 0.0 13.6 0.0 0.018 TL 20.00 PV Pipe: 51 46.3 2.003 PL 3.17 PF 0.5 70 31.0 0.0 12.2 0.0 4.7 150 FTG 28.0 PE 0.0 604 31.0 0.0 11.7 0.0 0.017 TL 31.17 PV Pipe: 52 46.3 2.003 PL 6.00 PF 0.1 604 31.0 0.0 11.7 0.0 4.7 150 FTG 1.0 PE 0.9 605 29.0 0.0 12.4 0.0 0.017 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (Fl) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 46.3 2.003 PL 21.00 PF 0.5 605 29.0 0.0 12.4 0.0 4.7 150 FTG 5.0 PE 1.6 71 25.3 0.0 13.5 0.0 0.017 TL 26.00 PV Pipe: 54 46.3 2.003 PL 1.00 Pr 0.3 71 25.3 0.0 13.5 0.0 4.7 150 FTG 19.0 FE 0.4 75 24.3 0.0 13.6 0.0 0.017 TL 20.00 PV Pipe: 55 -19.0 1.101 PL 7.00 PF 0.6 73 24.3 0.0 13.1 0.0 6.4 150 FTG 2.0 PE 0.0 74 24.3 0.0 13.6 0.0 0.062 TL 9.00 PV Pipe: 56 2.6 1.101 PL 1.25 PF 0.0 74 24.3 0.0 13.6 0.0 0.9 150 FTG 1.0 PE 0.0 75 24.3 0.0 13.6 0.0 0.002 TL 2.25 PV Pipe: 57 49.0 1.101 PL 1.83 PF 1.4 75 24.3 0.0 13.6 0.0 16.5 150 FTG 2.0 FE 0.0 76 24.3 0.0 12.3 0.0 0.356 IL 3.83 PV Pipe: 58 30.6 1.101 PL 3.08 Pr 0.6 76 24.3 0.0 12.3 0.0 10.3 150 FTG 1.0 PE 0.0 77 24.3 0.0 11.7 0.0 0.149 IL 4.08 PV Pipe: 59 37.2 1.101 PL 3.08 PF 1.1 77 24.3 0.0 11.7 0.0 12.5 150 FIG 2.0 FE -0.7 710 26.0 5.6 9.8 17.6 0.215 IL 5.08 PV Pipe: 60 19.6 1.101 PL 1.75 Pr 0.2 710 26.0 5.6 9.8 17.6 6.6 150 FIG 1.0 FE 0.7 78 24.3 0.0 10.4 0.0 0.066 IL 2.75 PV Pipe: 61 4.3 1.101 PL 6.25 Pr 0.0 78 24.3 0.0 10.4 0.0 1.4 150 FIG 2.0 PE -0.7 709 26.0 5.6 9.6 17.4 0.004 TL 8.25 PV Pipe: 62 -13.1 1.101 FL 1.67 Pr 0.1 709 26.0 5.6 9.6 17.4 4.4 150 FIG 1.0 FE 0.7 79 24.3 0.0 10.4 0.0 0.031 IL 2.67 PV Pipe: 63 -18.7 1.101 FL 6.75 Pr 0.5 79 24.3 0.0 10.4 0.0 6.3 150 FTG 2.0 PE -0.7 708 26.0 5.6 10.2 17.9 0.060 TL 8.75 PV Pipe: 64 -36.6 1.101 PL 1.42 Pr 0.5 708 26.0 5.6 10.2 17.9 12.3 150 FIG 1.0 FE 0.7 4.6 24.3 0.0 11.5 0.0 0.208 IL 2.42 PV Pipe: 65 -36.6 1.101 PL 1.00 FE' 0.4 4.6 24.3 0.0 11.5 0.0 12.3 150 FIG 1.0 FE 0.0 80 24.3 0.0 11.9 0.0 0.208 IL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS 8 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 -30.1 1.101 PL 4.00 PF 0.7 80 24.3 0.0 11.9 0.0 10.1 150 FTG 1.0 PE 0.0 81 24.3 0.0 12.6 0.0 0.145 TL 5.00 PV Pipe: 67 -48.7 1.101 PL 1.75 PF 1.0 81 24.3 0.0 12.6 0.0 16.4 150 FTG 1.0 PE 0.0 82 24.3 0.0 13.6 0.0 0.353 TL 2.75 PV Pipe: 68 -1.4 1.101 PL 3.50 PP 0.0 82 24.3 0.0 13.6 0.0 0.5 150 FTG 1.0 PE 0.0 83 24.3 0.0 13.6 0.0 0.000 TL 4.50 PV Pipe: 69 19.0 1.101 PL 4.75 PP 0.4 83 24.3 0.0 13.6 0.0 6.4 150 FTG 1.0 PE 0.0 84 24.3 0.0 13.2 0.0 0.062 TL 5.75 PV Pipe: 70 50.8 2.003 PL 7.75 PF 0.4 30A 24.3 0.0 22.2 0.0 5.2 150 FTG 11.0 PE 0.0 64 24.3 0.0 21.8 0.0 0.021 TL 18.75 PV Pipe: 71 21.6 1.101 PL 85.00 PP 8.2 64 24.3 0.0 21.8 0.0 7.3 150 FTG 19.0 PE 0.0 74 24.3 0.0 13.6 0.0 0.079 TL 104.00 PV Pipe: 72 24.0 1.101 PL 86.67 PF 10.4 31 24.3 0.0 22.2 0.0 8.1 150 FTG 22.0 PE 0.0 7.5 24.3 0.0 11.8 0.0 0.095 TL 108.67 PV Pipe: 73 6.6 1.101 PL 8.00 PF 0.2 7.5 24.3 0.0 11.8 0.0 2.2 150 FTG 10.0 PE 0.0 77 24.3 0.0 11.7 0.0 0.009 TL 18.00 PV Pipe: 74 25.1 1.101 PL 79.17 PF 11.4 33 24.3 0.0 22.0 0.0 8.5 150 FTG 31.0 PE 0.0 7.1 24.3 0.0 10.6 0.0 0.104 TL 110.17 PV Pipe: 75 10.3 1.101 PL 11.50 PP 0.3 7.1 24.3 0.0 10.6 0.0 3.5 150 FTG 2.0 PE 0.0 7.3 24.3 0.0 10.3 0.0 0.020 TL 13.50 PV Pipe: 76 -5.6 1.101 PL 1.67 PF 0.0 7.3 24.3 0.0 10.3 0.0 1.9 150 FTG 1.0 PE 0.6 401 23.0 0.0 10.9 0.0 0.006 TL 2.67 PV Pipe: 77 -5.6 1.101 PL 6.33 PP 0.1 401 23.0 0.0 10.9 0.0 1.9 150 FTG 7.0 PE -0.6 79 24.3 0.0 10.4 0.0 0.006 TL 13.33 PV Pipe: 78 23.8 1.101 PL 65.33 PF 7.6 35 24.3 0.0 21.7 0.0 8.0 150 FTG 15.0 PE 0.6 402 23.0 0.0 14.7 0.0 0.094 TL 80.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 79 23.8 1.101 PL 6.33 PF 0.7 402 23.0 0.0 14.7 0.0 8.0 150 FTG 1.0 PE -0.6 4.3 24.3 0.0 13.4 0.0 0.094 TL 7.33 PV Pipe: 80 23.8 1.101 PL 7.83 PF 0.8 4.3 24.3 0.0 13.4 0.0 8.0 150 FTG 1.0 PE 0.0 4.4 24.3 0.0 12.6 0.0 0.094 TL 8.83 PV Pipe: 81 23.8 1.101 PL 5.17 PF 0.6 4.4 24.3 0.0 12.6 0.0 8.0 150 FTG 1.0 PE 0.0 7.2 24.3 0.0 12.0 0.0 0.094 TL 6.17 PV Pipe: 82 6.5 1.101 PL 5.25 PF 0.1 7.2 24.3 0.0 12.0 0.0 2.2 150 FTG 1.0 PE 0.0 4.5 24.3 0.0 12.0 0.0 0.008 TL 6.25 PV Pipe: 83 6.5 1.101 PL 2.75 PF 0.1 4.5 24.3 0.0 12.0 0.0 2.2 150 FTG 6.0 PE 0.0 80 24.3 0.0 11.9 0.0 0.008 TL 8.75 PV Pipe: 84 38.1 2.003 PL 5.50 PP 0.2 36 24.3 0.0 21.5 0.0 3.9 150 FTG 9.0 PE 0.0 66 24.3 0.0 21.4 0.0 0.012 TL 14.50 PV Pipe: 85 20.4 1.101 PL 63.42 PF 5.5 66 24.3 0.0 21.4 0.0 6.9 150 FTG 15.0 PE 0.0 4.8 24.3 0.0 15.8 0.0 0.071 TL 78.42 PV Pipe: 86 20.4 1.101 PL 12.67 PP 1.0 4.8 24.3 0.0 15.8 0.0 6.9 150 FTG 2.0 PE 0.0 4.9 24.3 0.0 14.8 0.0 0.071 TL 14.67 PV Pipe: 87 20.4 1.101 PL 11.17 PF 1.2 4.9 24.3 0.0 14.8 0.0 6.9 150 FTG 6.0 PE 0.0 83 24.3 0.0 13.6 0.0 0.071 TL 17.17 PV Pipe: 88 0.0 1.101 PL 6.50 PF 0.0 84 24.3 0.0 13.2 0.0 0.0 150 FTG 11.0 PE 0.6 411 23.0 0.0 13.8 0.0 0.000 TL 17.50 PV Pipe: 89 19.0 1.101 PL 1.66 PP 0.4 84 24.3 0.0 13.2 0.0 6.4 150 FTG 5.0 PE 0.0 4.10 24.3 0.0 12.8 0.0 0.062 TL 6.66 PV Pipe: 90 0.0 1.101 PL 2.00 PP 0.0 4.10 24.3 0.0 12.8 0.0 0.0 150 FTG 10.0 PE 0.6 410 23.0 0.0 13.4 0.0 0.000 TL 12.00 PV Pipe: 91 19.0 1.101 PL 2.17 PF 0.5 4.10 24.3 0.0 12.8 0.0 6.4 150 FTG 6.0 PE -0.7 706 26.0 5.6 11.6 19.0 0.062 TL 8.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS 8 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 92 18.6 1.101 FL 1.58 PF 0.4 81 24.3 0.0 12.6 0.0 6.3 150 FTG 5.0 FE 0.0 4.7 24.3 0.0 12.2 0.0 0.059 TL 6.58 PV Pipe: 93 0.0 1.101 PL 2.33 PF 0.0 4.7 24.3 0.0 12.2 0.0 0.0 150 FTG 10.0 PE 0.6 407 23.0 0.0 12.8 0.0 0.000 TL 12.33 PV Pipe: 94 18.6 1.101 PL 2.25 PF 0.5 4.7 24.3 0.0 12.2 0.0 6.3 150 FTG 6.0 FE -0.7 707 26.0 5.6 11.0 18.6 0.059 TL 8.25 PV Pipe: 95 0.0 1.101 PL 7.67 PF 0.0 4.6 24.3 0.0 11.5 0.0 0.0 150 FTG 10.0 FE 0.6 406 23.0 0.0 12.0 0.0 0.000 TL 17.67 PV Pipe: 96 0.0 1.101 FL 2.25 PF 0.0 4.3 24.3 0.0 13.4 0.0 0.0 150 FTG 10.0 FE 0.6 403 23.0 0.0 14.0 0.0 0.000 TL 12.25 PV Pipe: 97 0.0 1.101 FL 2.08 PF 0.0 4.4 24.3 0.0 12.6 0.0 0.0 150 FTG 10.0 FE 0.6 404 23.0 0.0 13.2 0.0 0.000 TL 12.08 PV Pipe: 98 0.0 1.101 FL 1.67 PP 0.0 4.8 24.3 0.0 15.8 0.0 0.0 150 FTG 10.0 FE 0.6 408 23.0 0.0 16.4 0.0 0.000 TL 11.67 PV Pipe: 99 0.0 1.101 FL 3.50 PP 0.0 4.9 24.3 0.0 14.8 0.0 0.0 150 FTG 10.0 FE 0.6 409 23.0 0.0 15.4 0.0 0.000 TL 13.50 PV Pipe: 100 17.4 1.101 FL 5.50 PP 0.8 7.2 24.3 0.0 12.0 0.0 5.8 150 FTG 10.0 PE -1.6 702 28.0 5.6 9.6 17.4 0.052 TL 15.50 PV Pipe: 101 0.0 1.101 FL 2.08 PF 0.0 4.5 24.3 0.0 12.0 0.0 0.0 150 FTG 10.0 FE 0.6 405 23.0 0.0 12.5 0.0 0.000 TL 12.08 PV Pipe: 102 14.8 1.101 FL 8.25 PF 0.7 7.1 24.3 0.0 10.6 0.0 5.0 150 FTG 10.0 FE -2.9 701 31.0 5.6 7.0 14.8 0.039 TL 18.25 PV Pipe: 103 15.8 1.101 FL 6.75 PP 0.7 7.3 24.3 0.0 10.3 0.0 5.3 150 FTG 10.0 FE -1.6 703 28.0 5.6 8.0 15.8 0.044 TL 16.75 PV Pipe: 104 15.4 1.101 FL 14.25 PP 1.3 78 24.3 0.0 10.4 0.0 5.2 150 FTG 16.0 FE -1.6 704 28.0 5.6 7.5 15.4 0.042 TL 30.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 105 17.4 1.101 PL 5.00 PF 0.6 7.5 24.3 0.0 11.8 0.0 5.9 150 FTG 6.0 PE -1.6 705 28.0 5.6 9.6 17.4 0.053 TL 11.00 PV Pipe: 106 18.3 1.101 PL 4.00 PF 0.8 76 24.3 0.0 12.3 0.0 6.2 150 FTG 10.0 PE -0.7 711 26.0 5.6 10.7 18.3 0.058 TL 14.00 PV Pipe: 107 19.0 1.101 PL 4.00 PF 0.9 73 24.3 0.0 13.1 0.0 6.4 150 FTG 10.0 PE -0.7 712 26.0 5.6 11.5 19.0 0.062 TL 14.00 PV NOTES (HASS) Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.111 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.5 ft/sec at pipe 57. 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 DPV1v NFTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 18.93 21.84 5.914 12.38 26.53 7.96 28.30 8.84 2.65 24.76 24.76 26.53 7.758 46.43 99.50 29.85 106.13 33.17 9.95 92.87 92.87 99.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF .JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatViv NPTee 6.400 22.00 47.00 14.00 51.00 16.00 5.00 47.00 0 C. 0 (N 0 0 co C. '.0 —1 0 C) (N 0 0 0 —4 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI 0 0 0 0 0 0 0 0 (D 'H 0 0 0 0 0 0 0 C) 0 I U) N '.0 fl U) (N U)U)U)DU) U)r -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 2/17/2011 C:\HASS FILES\BRESSI RANCH CALCS\BRESSI AREA 7.SDF .JOB TITLE: BRESSI ASSISTED LIVING, ATTIC AREA 7, AP HEADS @ 7 PSI WATER SUPPLY CURVE 72+ 66+ \\\\\\\\ \\\\\\\\ I * <-63.0 psi @ 1190 gpm I Flow Test Point 60+ 54+ IX P 48+ R E I S I S 42+ U I R I E I 36+ ( I P I S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply I 51.01 psi @ 308.6 gpm 6+ I 0 = Available Water Supply ' I 67.13 psi @ 308.6 gpm I U 0++-+---+----+-----+------+ --------+ --------+---------------------- 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Carlsbad Municipal Water District Potable Water Discharge Event Report Date: 'f4/j lo Location: 6s N'kct Reason for Discharge Event: ON Type of Event: Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Initial { /A- Estimated Discharge Flow: '11 t° &fM ___ Start Time End Time 10 3*- Pre-Dechiorination Residual: f Post-Dechlorination Residual: 0 09 (less than 0.1 mglL) pH within limits of 6.0 and 9.0 WA- Upon completion ófdewatering, ensure that the flow path is free of all temporary erosion prevention materials. \ Upon completion of dewate ring, ensure that any sediment or silted areas are cleared. Water Sampling Performed by: 1 • Comments: Submitted by: Reviewd by: & me & Flow Test Record /3r'eSf ifr:f4 Test Hydrant c5 11) (y &AAAOS Location Al Hydrant lDNo. Size Main ..,. Static ............. I - Residual........... Pressure Drop.. (PDI 1).....K factor for PDI 1 Flow Hydrant(s) Hydrant I location -T -r-. ' - p 9 d r / s-e- J) Hydrant 2 location_ - - Hydrant 3 location •.-. -..-....................................................------- ...................... ... ....... . Hydrant 1 Pitot r- PSI GPM: 1)1 0 Size of Orifice__________ Hydrant 2 Pitot PSI GPM: Size of Orifice.. Hydrant 3 Pitot PSI GPM: Size of Orifice. ............... Total:___________ (Qi) Calculated test and flow data - OxPD2k =Q2 PDI*k Static..................... Desired Residual ....... 20 Pressure Drop (PD 2).. K factor PD2: ______ x divided by equals GPM at 20 psi residual Q PD2k PD 1k .Q2 Comments: Test conducted for: Conducted by: Date: 1I5' Time:/O1.S_,Y). [1NONNI I. viai (with OS&Y OS&Y gates) (with BGVIC valves) 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 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI B161 OPTIONS Class 125 (Suffixes can be combined) U 1 - with flanged end OS & Y gate valves (standard) U L - less shut-off valves (grooved body connections) U LM - less water meter U - with remote reading meter U - with gpm meter (standard) U - with cu ft/min meter U G - with grooved end OS&Ygatevalves U FG - with flanged inlet gate connection and grooved APPLICATION Designed for installation on potable water connections in fire sprinkler systems to protect against both backsipho- nage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates me- tered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (4"- 8" Horz. & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only) CSA® Certified UL® Classified (2 1/2-10) C-UL® Classified (21/2-10) FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (2 1/2-10 except 10' BGVIC) MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Stainless Steel, 300 Series EPDM (FDA approved) Buna Nitrile (FDA approved) NORYLTM, NSF Listed outlet gate connection U P1 - with Post Indicator Gate Valves (4-10") Fasteners & springs UBGVIC - with grooved end butterfly valves Elastomers ACCESSORIES Polymers U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U OS & Y Gate valve tamper switch (OSY-40) MODEL 35OADA with OS&Y option U Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) MOD EL WEIGHT I I I wmi 35OADA WITHOUT WItH OS&Y WItH OS&Y BUTtERFLY SIZE GATES GATES (G)(F) GATES (GXG) VALVES I MODEL 350ADA with (GXG) I in. lmmlbs.Ikq Ibs.l kg Ibs.l kg Hbs.I kg I BGVIC option Attention: Model 350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. 2 FLOW CHARACTERISTICS MODEL 350ADA 2 1/2,3" & 4" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 200 400 600 FLOW RATES (GPM) MODEL 350ADA 6", 8" & 10"(STANDARD & METRIC) FLOW RATES (us) 63.1 126.2 189.3 1000 2000 2000 FLOW RATES (GPM) Rated Flow (Established by approval agencies) 3000 50.5 104 U) 69 Uj 35 LU 800 252.4 04! C', 39 In Lu 35 Cn LU 4000 SEL rwd 10I0T1_Ifl . - - -.---- TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12' (305mm) and a maximum of 30(762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 3' 115 173 230 346 4" 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1 1229 1843 1 2458 3687 12" 1 1763 2644 1 3525 5288 rflu,tL-lIVt MODEL 350ADABGVIC (VERTICAL INSTALLATION) MODEL 350ADA (OUTDOOR INSTALLATION) SPECIFICATIONS The Double Chock Detector 8ackf1ow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 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://www.zurn.com I9LE Paramount FIRE S YS TEMS, INC BRESSI RANCH ASSISTED LIVING FACILITY 6255 NYGAARD ST. CARLSBAD, CA., 92009 AUTOMATIC WET FIRE SPRINKLER SYSTEM Material Submittal Table of Contents SECTION I: MATERIAL Page# Sprinkler Heads 1 -45 Valves & Gauges 46 -50 Grooved Fittings 51 -62 Steel Pipe & Fittings CPVC pipe & fittings Hangers & Seismic Assemblies Electrical & Accessories Fire Stopping 63 -70 71 -76 77 -88 89-93 94 -97 AP JED AS SUBUilTTED -dit AR BAD FIRE DEPART EN P.O. Box 713194 Santee, CA 92072 (619) 562-6247 fax (619) 562-6273 tqCG /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB - 2.8,4.2,5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage A 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 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- IMPORTANT Always refer to Technical Data Sheet TFP 700 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. tamed when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the 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 TY-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. N [1 Al Model/Sprinkler Identification Numbers TYII3I - Upright 2.8K, 1/2"NPT TY1231 - Pendent 2.81K, 1/2"NPT TY2131 - Upright 4.21K, 1/2"NPT TY2231 - Pendent 4.2K, 1/2"NPT 1Y3131 - Upright 5.6K, 1/2"NPT TY3231 - Pendent 5.6K, 1/2"NPT TY4131 - Upright 8.01K, 3/4"NPT TY4231 - Pendent 8.0K, 3/4"NPT Page 1 of 10 APRIL, 2006 TFPI7I 7/16" (11,1 mm) NOMINAL MAKE-IN 1/2" ** NPT ' Page 2 of 10 ESCUTCHEON PLATE SEATING * SURFACE 1/2,, NPT 2-1/4' (57,2 mm) (I SSP DEFLECTOR* PENDENT STYLE 10 or 20 RECESSED SSU* ESCUTCHEON DEFLECTOR 7~t 7/16" (11,1 mm) I NOMINAL I MAKE-IN I 2-3/16" WRENCH (55,6 mm) FLATS /8" (73,0 mm) DIA. 1/2" NPT** RECESSED PENDENT UPRIGHT 7/16" (11,1 mm) NOMINAL MAKE-IN TFPI7I 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 (TYII3I) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE T- 2-3/16" (55,6 mm) - SSP DEFLECTOR* 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 (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT 7J ivlr-iI 2-3/16" WRENCH (55,6 mm) W FLATS 7/8" (73,0 mm) DIA. - 1/2" NPT** STYLE 10 or 20 RECESSED SSU* ESCUTCHEON DEFLECTOR 11" 7/16" (11,1 mm) MIr a;t~ 6* 5 4 2 3 ESCUTCHEON 7/16 (11,1 mm) PLATE SEATING ** NOMINAL SURFACE 1/2" MAKE-IN -r- 2-3/16" (55,6 mm) T TFPI7I Page 3 of 10 STYLE 100r20 RECESSED SSU* ESCUTCHEON DEFLECTOR 7/16 (11,1 mm) 1 NOMINAL E-IN 2-3/16" WRENCH MAKE-IN (55,6mm) 7 FLATS 1/2" NPT** I SSP DEFLECTOR* H- 2-7/8" (73,0 mm) DIA. 6* 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 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2" (12,7 mm) STYLE 30 or 40 PLATE SEATING ** NOMINAL RECESSED 3/4"SSU * SURFACE MAKE-IN ESCUTCHEON NPT DEFLECTOR T__ — 1/2" 6* 2-5/16" NOMINAL (39,7 9mm) w... _ (112,7 7 mm) (58,7 mm) MAKE-IN 1-9/16 2-1 WRENCH (57,2 mm) FLATS SSP DEFLECTOR* 2-7/8 (73,0 mm) DIA. 3/4 NPT** 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 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT Page 4 of 10 TFPI7I SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED I WHITE* IPOLYESTER 2.8 1/2" PENDENT (TY1231) and UPRIGHT 131)(TY1I3I) 135°F/57C Orange 1,2, 3,5 155F/68°C Red 175°F/79C Yellow 20OF/93°C Green 78j7 Blue NPT RECESSED PENDENT (TY1231)* Figure 5 135°F/57C Orange 1, 2, 5 155°F/68°C Red 175°F/79°C Yellow 2O0F/93°C Green RECESSED PENDENT (TY1231) Figure 6 135F/57°C Orange 155°FI68C Red 175°F179°C Yellow 200°F/93°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (Th'2131) 135°F157°C Orange 1,2 155°F168°C Red 175FI79°C Yellow 200°F/93C Green 286°F/141C Blue RECESSED PENDENT (TY2231)* Figure 7 135°F/57°C Orange 155°F/68°C Red 175°F/79C Yellow 200°F/93°C Green RECESSED PENDENT (TY2231)** Figure 8 135°F/57°C Orange 155°F/68°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 Re- sponse Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- klers are UL and C-UL Listed 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. ** 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 A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A and B for complete approval information including corro- sion resistant status.) Maximum Working Pressure Refer to Table C. Discharge Coefficient K = 2.8 GPM/p51112 (40,3 LPM/barlI2) K = 4.2 GPM/ps1112 (60,5 LPM/bar112) K = 5.6 GPM/psi112 (80,6 LPM/bar1/2) K = 8.0 GPM/psi112 (115,2 LPM/barl'2) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ............Bronze Button ........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ..............Glass Compression Screw .....Bronze Deflector .......Copper/Bronze Bushing (K=2.8) .......Bronze Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. .4- TFPI7I Page 5 of 10 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED I WHITE POLYESTER LEAD COATED 5.6 1/2" PENDENT (TY3231) and UPRIGHT (TY3131) 135°F/57°C Orange 1,2,3,4,5,6,7 1,2,3,5 155°FI68C Red 175°F/79°C Yellow 200°F193°C Green 286°F1141C Blue NPT RECESSED PENDENT (TY3231)* Figure 9 135°F/57C Orange 1,2,4,5 N/A 155°F/68°C Red 175°F/79°C Yellow 200"F/93"C Green RECESSED PENDENT (TY3231) Figure 10 135°F/57°C Orange 1, 2, 3, 4, 5 I I I I 1, 2,4, 5 I Green N/A 155"F/68"C Red 175°F179"C Yellow 200°F193"C 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/68°C Red 175°F/79°C Yellow 200°F193°C Green 286°F/141C Blue NPT RECESSED PENDENT (TY4231)* Figure 11 135°F/57°C Green 1,2,4,5 N/A 155"F/68°C Orange 175"F/79°C Red 200°F/93°C Yellow RECESSED PENDENT (TY4231)** Figure 12 135°F/57C Orange 1,2,3,4, 5 N/A 155°F/68°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 Page 6 of 10 TFPI7I SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED I I POLYESTER COATED PENDENT (TY3231) and 2.8 UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A 1/2" RECESSED PENDENT NPT (1Y323) PENDENT (TY4231) and 4.2 UPRIGHT (1Y4131) 175 PSI (12,1 BAR) N/A 3/4" RECESSED PENDENT NPT (1Y4231) PENDENT (TY3231) and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 5.6 UPRIGHT (TY3131) OR 1/2" 175 PSI (12,1 BAR) RECESSED PENDENT NPT (TY323) (SEE NOTE 1) N/A PENDENT (1Y4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 8.0 UPRIGHT (1Y4131) 3/4" RECESSED PENDENT NPT (TY4231) N/A NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286"F/141°C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFPI7I 2-7/8" DIA. - (73,0 mm) 3/4(19,1 mm) 2-1/4" DIA. 1/4" (6,4 mm) I (57,2 mm) MOUNTING V I LflI I 1/811 I (3,2 mm) 15/161 (33,3 mm)f 13/16(20,6mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT - 27/811 DIA. (73,0 mm) 3/4" (19,1 mm) 5/8±1/4 ______________ (15,9±6,4 mm) FACE OF PLATE I SPRINKLER 21/41 DIA. 1/4(6,4 mm) I MOUNTING FITTING 1/8 (3,2 mm) MOUNTING SURFACE SERIES / 1.1/4(31,8mm) CLOSURE TY-FRB 3/4(19,1 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2K-FACTOR, 1/2 INCH NPT Page 7 of 10 - 27/81 DIA. - 1/2±1/8" (73,0 mm) 1/2(12,7mm) r (12,7±3,2 mm) 21/411 DIA. 1/4 (6,4 mm) SPRINKLER I FACE OF Z57,2 mm) MOUNTING PLATE I FITTING 1/811 I 1 (3,2 mm) I MOUNTING / , (33,3 mm) T \ SURFACE I16 'J CLOSURE SERIES TY-FRB 11/1611 (27,0 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8' DIA. (73,0 mm) 1/2±1/8' 1/2"(12,7 mm) E (12,7±3,2 mm) 21/41 DIA. 1/4(6,4mm) FACE OF (572 MOUN TING GSPRINKLER PLATE FITTING I _____ 1/811 mm)7 MOUNTING SURFACE SERIES 1-1/4(31,8mm) CLOSURE TYFRB 1"(25,4 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT 5/8±1/4' (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES TY-FRB Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the event of a fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random Page 8 of 10 2-7/8- DIA. I (73,0 mm) I 3/4"(19,1 mm) 2-1/4" DIA. 1 I /4"(6,4mm) (57,2 mm) 7-1 MOUNTING 1/8" (3,2 mm) t t 1-1/4"(31,8 mm) I 314"(19,1 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT - 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (57,2 SPRINKLER PLATE FITTING 1/8" (3,2mm) FACE OFcEj.MOUNTING MOUNTING _ SURFACE CLOSURE SERIES 1-5/16" (33,3 mm)I TYFRB 13/16" (20,6 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT TFPI7I - 2-7/8" DIA. I (73,0 mm) 1/2±1/8" I 1/2"(12,7mm) E (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) I SPRINKLER PLATE I FACE OF 57,2 mm) MOUNTING FITTING 118" I ___ (3 2 mm) I f \ I MOUNTING SURFACE SERIES 1-1/4"(31,8 mm) CLOSURE TY-FRB 1"(25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. - (73,0 mm) I 1/2" (12,7 mm) 2-1/4"DIA. 1/4"(6,4mm) I (57,2 mm) MOUNTING 1/8" (3,2 mm) f \ - MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 13 W-TYPE 6 SPRINKLER WRENCH tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 9 of 10 P/N 57-XXX MODEL/SIN 330 2.8K UPRIGHT (1/2'NPT) TY1131 331 2.8K PENDENT (1/2"NPT) 1Y1231 340 4.2K UPRIGHT (1/2'NPT) 1Y2131 341 4.2K PENDENT (1/2"NPT) 1Y2231 370 5.6K UPRIGHT (1/2"NPT) 1Y3131 371 5.6K PENDENT (1/2'NPT) TY3231 390 8.OK UPRIGHT (3/4"NPT) TY4131 391 8.0K PENDENT (314"NPT) 1Y4231 I 1.. SPRINKLER I 135 155 175 200 286 RATING 135F/57°C 1 NATURAL BRASS 155°F/68°C 4 WHITE POLYESTER 175°F179°C 3 WHITE (RAL9010)* 200F/93C 9 CHROME PLATED 286*F/141*C 7 LEAD COATED * Eastern Hemisphere sales only. TABLED PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify*) fin- ish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 10 of 10 TFPI7I TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqco Fire & Building I)Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB - 56 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 5.6 K-Factor, Horizontal and Vertical Sidewall Sprin- klers described in this data sheet are quick response - standard coverage, decorative 3 mm glass bulb type spray sprinklers designed for use in light and ordinary hazard, commercial occupan- cies such as banks, hotels, shopping malls, etc. They are designed for in- stallation along a wall or the side of a beam and just beneath a smooth ceil- ing. Sidewall sprinklers are commonly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations, where piping across the ceiling is not desir- able. The recessed version of the Series TY-FRB Horizontal Sidewall Sprinkler is intended for use in areas with a finished wall. It uses a two-piece Style 10 Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjust- ment from the flush sidewall position, or a two-piece Style 20 Recessed Es- cutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush sidewall position. The adjust- 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. ment provided by the Recessed Es- cutcheon reduces the accuracy to which the fixed pipe nipples to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the 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. WARNINGS The Series TY-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 Associatián, 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 TY3331 - Horizontal TY3431 - Vertical Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete ap- proval information including corrosion resistant status.) Maximum Working Pressure Refer to Table B. Discharge Coefficient K = 5.6 GPM/p5i112 (80,6 LPM/barl'2) Temperature Ratings Refer to Table A. Finishes Sprinkler: Refer to Table A. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Page 1 of 6 APRIL, 2006 TFPI76 Page 20f6 TFPI76 SPRINKLER FINISH (See Note 11) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED WHITE* POLYESTER LEAD COATED 5.6 1/2" HORIZ. SIDEWALL (TY3331) 135°F/57C Orange 1,2,3,4,9, 10 1,2,3,9 1,2,3,9 155F/68C Red 175F/79C Yellow 200F/93°C Green 286*F/141C Blue NPT __________ RECESSED HORIZ. SIDEWALL (TY3331)* Figure 3 135F/57C Orange 1,2,4,9, 10 __________ 1,2,9 N/A 155°F168oC Red 175°F179°C Yellow 200FI93°C Green RECESSED HORIZ. SIDEWALL (TY3331)** Figure 4 135F/57°C Orange 1, 2, 3, 4, 9 N/A 155°F/68*C Red 175F/79°C Yellow 200°F/93°C Green 5.6 1/2" NPT - VERTICAL SIDEWALL (TY3431) Installed Pendent or Upright 135F/57C Orange 5,6,7,8,9 5,6,7,9 155°F/68°C Red 175F/79°C Yellow 200°F/93C Green 286°F/141C Blue NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Listed by Underwriters Laboratories Inc. for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007a/04) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Listed by Underwriters Laboratories, Inc. as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Listed by Underwriters Laboratories for use in Canada (C-UL) as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers for use in Light Hazard Occupancies. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06 & 007a/04) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) at a 4 to 6 inch (100 to 150 mm) top of deflector to ceiling distance. The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) 3/4" Total Adjustment Recessed Escutcheon. ** Installed with Style 20 (1/2" NPT) 1/2" Total Adjustment Recessed Escutcheon. Frame and deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS Physical Characteristics Frame .............Bronze Button .........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/leflont Bulb ...............Glass Compression Screw .....Bronze HSW Deflector ........Bronze VSW Deflector ........Copper Patents U.S.A. 5,810,263 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. TFPI7G Page 3 of 6 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED - HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3331) OR 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) RECESSED HORIZ. 5.6 1/2" SIDEWALL (TY3331) (SEE NOTE 1) N/A NPT VERTICAL SIDEWALL (TY3431) 175 PSI (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE B, MAXIMUM WORKING PRESSURE * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. **Pipe thread connections per ISO 7/1 can be provided on special request. Design Criteria The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers are in- tended for fire protection systems de- signed in accordance with the stand- ard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the re- quirements of NFPA 13, and FM Ap- proval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 10 or 20 Recessed Es- cutcheon, as applicable, is to be used for recessed horizontal installations. 9/16" WRENCH 1/2" ** (14,3 mm) FLATS NPT DEFLECT( HAT 1 - Frame 2- Button 3 - Sealing Assembly Bulb Compression Screw Deflector NTERLINE I NOMINAL SPRINKLER I MAKE-IN /ATERWAY 1-1/2" (38,1 mm) I 2-3/16" (55,6 mm) STYLE I 10or20 - I.-RECESSED ESCUTCHEON 2-7/8" DlA. ' (73,0 mm) ii Li ESCUTCHEON PLATE SEATING SURFACE FIGURE 1 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB HORIZONTAL SIDEWALL (TY3331) SPRINKLERS Page 4 of 6 TFPI76 Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57"C to 3/32 inch (2,4 mm) for the 286 °F/14 I "C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. Higher levels of torque may distort the sprinkler and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Horizontal and Vertical Sidewall Sprinklers must be installed in accordance with the follow- ing instructions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word 'TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be installed in the pendent or upright po- sition with the arrow on the Deflector pointing away from the wall. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 5), With reference to Figure 1 or 2, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series TY-FRB Recessed Hori- zontal Sidewall Sprinklers must be installed in accordance with the follow- ing instructions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 or 20 Mounting Plate over the sprinkler threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10 or 20 Clo- sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- tact with the ceiling Care and Maintenance The Series TY-BFR Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the event of a fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion ARROW MUST POINT AWAY 7/16" FROM AND BE ESCUTCHEON (11,1 mm) PERPENDICULARS PLATE SEATING ** NOMINAL TO THE BACK SURFACE 1/2" MAKE-IN WALL SURFACE NPT * 6 \j I'IvTr.ii\ 2-3/16" 5 2-3/16" 4 1-1/2" WRENCH (381 mm) (55,6 mm) -LJ!Ll4 (55,6 II II 91 3 SHOWN SHOWN CROSS PENDENT UPRIGHT SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector 2 - Button Assembly 5 - Compression 7- Ejection Spring Screw Temperature rating is indicated on deflector or adjacent to orifice seat on frame. **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 5.6 K-FACTOR QUICK RESPONSE SERIES TY-FRB VERTICAL SIDEWALL (TY3431) SPRINKLERS TFPI7G Page 5 of 6 —u_-I - 5/8±1/4' I (15,9±6,4mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING CLOSURE - __ 2-7/8" DIA. (73,0 mm) SERIES TY-FRB 2-1/4°DIA. (57,2 mm) MOUNTING PLATE - 1/8" (3,2 mm) 1-1/4" (31,8 mm) 3/4" (19,1 mm) 3/4" (19,1 mm) 1/4" (6,4 mm) FIGURE 3 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON - 1/2±1/8" I (12,7±3,2 mm) MOUNTING FACE OF SURFACE .j _ SPRINKLER FITTING CLOSURE 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4" DIA. (57,2 mm) MOUNTING PLATE 1/8" (3,2 mm) 1-1/4" (31,8 mm) - 1/2" (12,7 mm) 1" (25,4 mm) 1/4" (6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON /'00~\ WRENCH RECESS (END A" USED FOR cii~// 1/2 NPT MODELS) FIGURE 5 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 6 W-TYPE 7 RECESSED SPRINKLER WRENCH must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the Page 6of6 TFPI76 P/N 57- XXX - X - XXX SPRINKLER I TEMPERATUF I MODEUSIN JI RATING 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS. 135 135°FI57C 375 VERTICAL SIDEWALL TY3431 7 WHITE POLYESTER 155 155°F/68°C 3 WHITE RAL9010)* 175 175°F/79C 9 CHROME PLATED 200 200°F193°C 7 LEAD COATED 286 286F/141°C TABLE C * Eastern Hemisphere sales only. PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Horizontal Sidewall or Vertical Sidewall) Sprinkler with (specify type of finish or coating), P/N (specify from Table C). Recessed Escutcheon: Specify: Style (10 or 20) Recessed Escutcheon with (specify) finish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 General Description The Tyco® PeakTm Performance Mod- els BB (Back to Back), SD (Single Directional), HIP, and AP (Attic Plus) "Specific Application Sprinklers for Protecting Attics" are fire sprinklers for combustible and non-combustible sloped attic spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Application Combusti- ble Concealed Space Sprinkler having specific application criteria for its use with the Model BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protec- tion in attic spaces and, when com- pared to Standard Spray Sprinklers, cost savings are achieved by eliminat- ing branchline materials and the asso- ciated installation labor. "The Specific Application Sprinklers for Protecting Attics" have undergone the most ex- tensive fire testing ever performed for sloped attic spaces. They are UL Listed with their specific application guidelines for use as special sprinklers as defined by the NFPA. The Specific Application Attic Sprin- klers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. The restricted spacings of Standard Spray Sprinklers used within attics is described in the 2007 edition of NFPA IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 28 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4. The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in combustible construction. Full-scale fire tested in both wet and dry system scenarios. Full-scale fire tested, for use in wood truss construction. Listed for specific roof slopes (Refer to Table A). The Specific Application Attic Sprin- klers provide the best level of protec- tion and control cost by eliminating the need for additional sprinklers and branchline piping. In many cases, an attic can be entirely protected with just one line of piping located below the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Directional) or Model HIP Sprinklers, one line of either of these sprinkler types is usu- ally sufficient at each area being cov- ered. For example and assuming the use of Standard Spray Sprinklers, a system in a 60 foot (18,3 m)wide attic, with up to a 12:12 roof pitch, designed to the 2007 edition of NFPA 13, would require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With the Specific Application Attic Sprinklers, the required coverage can be obtained with just one branch- line below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branchlines saves the cost of the pipe, fittings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler tech- nology is the reduction in system vol- ume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly al- MAY, 2008 P EmpK RMA ATTIC PROTECTION SPRINKLER SYSTEM TFPGIO tqCJ2 Fire & Building liProducts Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Models BB, SD, HIP, and AP "Specific Application Sprinklers for Protecting Attics" 2 1 CROSS Page 2 of 28 Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector FLOW FLOW F1 -1/8' (28 'r5 FLOVI 14 ARMS 2-1/8" THREAD!1 (54,0 mmRELIEF 3 i ) LJ 2 1/2 3/4 NPT (12,7 mm) NOMINAL WRENCH MAKE-IN FLATS CROSS FRONT SECTION ELEVATION FIGURE A MODEL BBI, BB2 & BB3 WITH 8.0 K-FAC TOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFPGIO - Components: 1 - Body 5 - Compression 8 - Deflector Cap Screw 9 - Rivet Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11 - Link Saddle Frame Assembly 10 11 8T 1[-i FWWTTF 6 -4k1 I I 2-1/2" ME (63,5 mm) S 5 1 "1W, PT 2 1 7/16"(11,1 mm) WRENCH NOMINAL MAKE-IN HEX CROSS SIDE SECTION ELEVATION FIGURE B MODEL BB I, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector (57.2mm) (41,3 mm) FLOW FLOW -LOW ARMS RT THREAD 54,0mm) 7/16 1/2 NPT (11,1 mm) .J NOMINAL WRENCH MAKE-IN FLATS CROSS FRONT SECTION ELEVATION FIGURE C MODEL BBI, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS I Components: I 1 - Body 5 - Compression 8 - Deflector I Cap Screw 9 - Rivet I Sealing 6 - Lever 10 - Link I Assembly 7 - Deflector Assembly I 4 - Saddle Frame 1-5/16" 2-1/8" - (33,3 mm) mm) 16" i540 3" FLOW (76,2 mm) -" FRAME ARMS WRENCH HEX 7/16" 1/2" NPT (11,1 mm) J NOMINAL MAKE-IN SIDE ELEVATION FIGURED MODEL SDI, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFP6IO Components: 1 - Frame 4 - Bulb 2 - Button S - Compression 3 Sealing Screw Assembly 6 - Deflector 2- (54,0 mm) (50,8 mm) (27,0 mm) 6 (311.8 mm) FLOW 1 ARMS FRAME i THRI RELIEFJ? EAD 2-118" (54,0 mm) 2 7/16 1/2 NPT (11,1 mm) NOMINAL WRENCH MAKE-IN FLATS CROSS SIDE SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Page 3 of 28 Components: 1 - Frame 5 - Compression I 2 - Sealing Screw I Assembly 6 Deflector I 3 - Button 7 - Ejection I 4 - Bulb Spring 1-11/16" (42,9 mm) 6 5 FRAME ARMS - SPRINKLER .... 22\ 2-1/4" (57,2 mm) : WRENCH FLATS I 1/2"NPT 7/16"(11,lmm) J NOMINAL MAKE-IN CROSS FRONT SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FAC TOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS low for quicker water delivery times, eliminating the need for an accelera- tor. The other cost reduction is the Listing of BlazeMaster* CPVC for use in attic spaces to supply the wet system "Spe- cific Application Sprinklers for Protect- ing Attics", as well as the wet system sprinklers below the ceiling. Tradition- ally BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that does not require sprinklers. The savings of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four (4) models of the "Spe- cific Application Sprinklers for Protect- ing Attics" - BB (Back to Back Dual Directional), SD (Single Direc- tional), HIPTM, and AP (Attic Plus). The BB and SD Sprinklers have three separate versions that are used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12 (Ref. Table A). BB Sprinkler (Back to Back Dual Directional) The Tyco® Model BBrm Specific Appli- cation Attic Sprinkler (Figure A, B & C) throws a narrow but long pattern. The narrow spacing along the ridge serves two purposes. The response time is reduced by placing the sprinklers no farther than 6 feet (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 feet (9,11 m) in each direction when measured horizontally. There are three different models (i.e., B131, BB2 & BB3) that account for dif- ferent roof slopes, and each model is available in one of three different ori- fice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Tyco® Model SD Tm Specific Appli- cation Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, unlike the Model BB the Model SD only dis- charges in one direction. These sprin- klers are primarily used where shear walls or draft curtains have been in- stalled within an attic space. Another use is when the framing direction is parallel with the outside wall in the hip area (Ref. Figure 13). In this case, the SD would be used on one side of the slope, and AP Sprinklers or Standard Spray Sprinklers would be used to pro- tect the other side. The Model SD Sprinklers must be installed in a verti- cal upright orientation and not angled with the slope. (Achieving the vertical upright orientation may require the use of a swing joint if the SD Sprinklers are being supplied from a line running along and parallel to the roof hip.) Three different models (i.e., SDI, SD2 & SD3) are available for different roof slopes. HIP Sprinkler The Tyco® Model HIPTM Specific Ap- plication Attic Sprinkler (Figure E) cov- ers the area of the hip in the attic. This is a slightly different concept than the BB (Back to Back) or SD (Single Direc- tional). The HIP Sprinkler is located along the slope running down the hip, and throws a 90" pattern toward the outside eaves. This pattern allows the water to "corner" and control the fire. The HIP Sprinkler does not discharge much water directly up or down the hip, but rather it discharges most of the pattern out to each side (90") down the slope of the roof. This sprinkler is typi- cally spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprinkler, the framing must be perpendicular to the outside wall (Ref. Figure 12) and the maximum throw cannot exceed 28 feet (8,5 m) measured horizontally. The HIP, un- like the BB and SD, is installed with the deflector parallel with the slope. A sin- gle model is available with flow and "registered trademark of Lubrizol Advanced Materials, Inc. TFP6IO Page 5 of 28 Installation The Tyco® PeakT11 Performance Mod- els BB, SD, HIP, and AP "Specific Application Attic Sprinklers for Protecting Attics" must be installed in accordance with the following in- structions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque range of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A 3/4 inch NPT sprinkler joint should be obtained with a mini- mum to maximum torque range of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. Step 1. Sprinklers must be oriented correctly: Model BB Sprinklers are to be in- stalled in the upright vertical position with the flow arrows on the deflector pointing down the two opposing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical position with the flow direction arrow on the deflector pointing down the slope. The Model HIP Sprinklers are to be installed with the deflector at the top and with the sprinkler centerline per- pendicular to the ridge of the hip roof and with the flow direction arrows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed at an angle so that its de- flector is parallel with the slope of hip ridge line.) The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. With reference to Figure G, do not grasp the sprinkler by the deflector. Step 3. Wrench tighten the sprinkler using only the wrenches shown in Fig- ures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. qff WRENCH FLATS ENGAGE 1 SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH usr \ - JAW FLANGE MARKED FIGURE H W-TYPE 3 SPRINKLER WRENCH For use with BB (K8.0) Sprinklers Lf\ WRENCW FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USEE JA MARKED FLANGE "A" ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH For use with BB (K4.2) Sprinklers ZI=FWRENCH - FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW S FLANGES WRENCH USE END JAW FLANGE MARKED 7"A" ONLY FIGURE K W-TYPE 20 SPRINKLER WRENCH For use with HIP (K5.6) Sprinklers WRENCH HEX APPLY WRENCH TO WRENCH HEX ONLY WRENCH JAW ADJUST TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For use with BB (K=5.6) & SD (K5.6) Sprinklers I iE? WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH sNJAW FLANGES WRENCH USE END W FLANGE MARKED "A" ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For use with AP (K4.2 & 5.6) Sprinklers Page 6 of 28 TFP6IO Design Criteria Area Of Use: Roof structures, combustible and non- combustible, including wood joist/raf- ters and wood trussed attics, with a ceiling below. System Type for BB, SD, HIP, or AP: Wet using CPVC pipe. Wet or dry using steel pipe. NOTE Use of the 4.2 K sprinklers in dry pipe systems is permitted by section 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Hazard: Light hazard. BB, SD, or HIP Allowable Roof Span (Coverage) and Roof Pitch: Refer to Table A for allowable roof spans and roof pitches, as well as for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11, and 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans: Up to 10 feet (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers (Ref. Figures 14A, 1413, and 15). BB, SD, HIP, or AP Minimum Dis- tance Between Sprinklers: 4 feet (1,2 m) as measured along branchline for BB and SD (Ref. Figure 3). 3 feet (0,9 m) as measured along branch line for HIP (Ref. Figure 12). 7 feet (2,1 m) between AP Sprinklers. BB, SD, HIP, or AP Maximum Dis- tance Between Sprinklers: 6 feet (1,8 m) on center along the branch line (Ref. Figure 3 and 12) for BB, SD, and HIP. For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-13-3. BB, SD, HIP, or AP Minimum Dis- tance To AP Sprinklers or Standard Spray Sprinklers: As measured along the peak/ridge di- rection (Ref. Figure 4), 6 feet (1,8 m) from BB, SD, and HIP to Standard Spray Sprinklers. As measured along the peak/ridge di- rection (Ref. Figure 4), 7 feet (2,1 m) from AP to Standard Spray Sprinklers. In the slope direction (Ref. Figure 6), 26 feet (7,9 m) from BB, SD, or HIP Sprinklers to AP Sprinklers or Stand- ard Spray Sprinklers. BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck: For roof pitches of 4:12 (33%) to 12:12 (100%), 22 inches (558,8 mm) maxi- mum, 16 inches (406,4 mm) minimum (Ref. Figures 2 and 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) [only 4.21K Model BB], 12 inches (304,8 mm) maximum below the peak and a minimum of 1 inch (25,4 mm) below the bottom of top chord or solid wood rafter. AP Deflector Position and Roof Pitch: 1 to 3 inches (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is nominal 12 inch (600 mm) or less. BB or SD Deflector Installation Po- sition Above Scissor Truss 18 inches (457,2 mm) minimum (Ref. Figure 5). BB, SD, or HIP Minimum Distance Away From Trusses: Attic Sprinklers must be installed 6 inches (152,4 mm) from the face of trusses (Ref. Figure 7). SD Distance From Shear Wall Or Draft Curtain: 4 to 6 inches (101,6 to 152,4 mm) from face, and minimum 8 inches (203,2 mm) above bottom of draft curtain (Ref. Figure 2). Draft Curtains: Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft cur- tain. The draft curtain may be con- structed of 1/2 inch (12,7 mm) ply- wood. BB Or HIP Maximum Distance From The Center Line Of The Ridge: 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches (406,4 mm) to 22 inches (558,8 mm) from the peak. Use Of UL Listed BlazeMaster CPVC Piping With "Specific Application Sprinklers For Protecting Attics" (Wet Systems Only): TFPB BlazeMaster CPVC piping may be used in a combustible concealed attic space requiring sprinklers when installed in accordance with the follow- ing guidelines: NOTES Where the use of non-combustible in- sulation is specified, verify with the insulation manufacturer as to the non- combustibility of the insulation. The non-combustible insulation (e.g., fi- berglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the in- sulation with BlazeMaster CPVC by consulting www. lubrizol. corn. TFBP BlazeMaster CPVC may be used to supply the wet system ceil- ing sprinklers on the floor below. There must be 6 inches (152,4 mm) of non-combustible insulation cover- ing the pipe extending 12 inches (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be pro- tected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceiling joist, the joist channel must be cov- ered or filled with 6 inches (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 913). Insulation is for fire protec- tion purposes. It is not freeze pro- tection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide in- structions. With reference to Figure 19, TFBP BlazeMaster CPVC may be used ex- posed to supply wet system BB, SD, or HIP Sprinklers where * Risers are vertical and protected by a BB, SD, or HIP Sprinkler lo- cated at a maximum lateral dis- tance of 12 inches (300 mm) from the riser centerline. * BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline. * BB, SD, or HIP Sprinklers are on armovers and located at a maxi- mum lateral distance of 6 inches (150 mm) from the branchline centerline. * BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline. * BB, SD, or HIP Sprinklers are on armover or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (150 mm) from the branchline centerline. * A minimum lateral distance of 18 inches (450 mm) is maintained between the CPVC pipe and a TFPGIO Page 7 of 28 MODEL K SIN ALLOWABLE ROOF SPAN, (a)(b)(e) Feet (m) MINIMUM FLOW, GPM (1pm) MINIMUM PRESSURE, PSI (bar) PITCH, Rise Over Run (/o) DRY PIPE SYSTEM MAXIMUM WATER DELIVERY TIME, Seconds BBI 8.0 1Y4180 560 (18,3) 38 (144) 22.6(1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 60 (18,3) 38 (144) 22.6(1,5) 7:12 (58) to less than 10:12 (83) (c) BB3 80 TY4182 :560 (18,3) 40 (152) 25.0(1,7) 10:12 (83) to 12:12 (100) (c) BB1 56 TY3180 >40 (12,2) to :560 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 >40 (12,2) to 560 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 >40 (12,2) to 560 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 540 (12,2) - 25(95) 20.0(1,4) 4:12 (33)to less than 7:12 (58) (c) BB2 5.6 TY3181 :540 (12,2) 25(95) 20.0(1,4) 7:12 (58)to less than 10:12 (83) (c) BB3 5.6 TY3182 :540 (12,2) 25(95) 20.0(1,4) 10:12 (83)to 12:12 (100) (c) BB1 4.2 TY2180 20 (6,1) 13(49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45(d) BB2 4.2 1Y2181 20 (6,1) 13(49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45(d) BB3 42 TY2182 520 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45(d) SD1 5.6 TY3183 >30(9,1) to :540 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) S32 5.6 TY3184 >30(9,1) to 540 (12,2) 35 (132) 39.0(2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >30 (9,1) to 540 (12,2) 35 (132) 39.0 (2,7) 10:12 (83)to 12:12 (100) (C) SD1 5.6 TY3183 >10 (3,0)to 530 (9,1) 25(95) 20.0(1,4) 4:12 (33)to less than 7:12 (58) (c) SD2 56 TY3184 >10 (3,0) to :530 (9,1) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) S133 56 1Y3185 >10 (3,0)to 30 (9,1) 25(95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) SDI 5.6 TY3183 10 (3,0) 19(72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (C) SD2 5.6 TY3184 <10 (3,0) 19(72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 :510 (3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 7Y3187 >20(6,1) to 528 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 5.6 TY3187 52O (6,1) 25(95) 20.0(1,4) 4:12 (33)to 12:12 (100) (c) AP 5.6 TY3190 10 (3,1) x 12(3,6) - See note (e)- Miniuu1umn 7 psi (048bar) Minimum 0.10 gpm/sq. ft. (4,1 mm/mm.) Design Density 3:12 (25) to 12:12 (100) 60 (d) AP 4.2 TY2190 3:12 (25) to 12:12 (100) 60(d) NOTES: The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. The HIP roof span is measured horizontally as shown in Figure 12. Refer to 2007 edition of NFPA 13, Section 7.2.3. Maximum water delivery time for all size of systems. The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR "SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS" heat producing device such as heat pumps, fan motors, lights, and heat lamps. TFBP BlazeMaster CPVC may be Used exposed to provide wet sys- tem, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A and 1713) where * The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported within 12 inches (0,3 m) of the AP Sprinkler, and pipe hangers are provided using the CPVC hanger support for horizontal pipe runs. * Vertical sprigs have a maximum exposed length of 10 feet (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 inches (300 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler. * A minimum 6 inches (152,4 mm) deep of non-combustible insula- tion extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Fig- ures 17A). If the CPVC branchline is located inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6 inches (152,4 mm) deep of non- combustible insulation on top of Page 8 of 28 TFP6IO the branchline supplying the AP sprigs (Ref. Figure 1713). Insula- tion is for fire protection pur- poses. It is not freeze protec- tion. Additional depth of non-combustible insulation may be added to reduce the exposed length of the AP sprigs. * A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, lights and heat lamps. Mismatched Slopes: For mismatched slopes refer to Figure 10. Obstructions: For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. BB, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branchlines without the need for sprigs. See the 2007 edition of NFPA 13, 8.8.5.2 for requirements when installed on pipe greater than 2-1/2 inch NIPS (DN65). Hydraulic Requirements: For hydraulic requirements refer to Figure 20. To Determine The Correct Flow And Pressure: For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured horizon- tally) and the slope of the roof, and refer to Table A. There is no interpola- tion of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 feet (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m)span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the mini- mum design density is 0.10 gpm/ft2 (4,1 mm/mm). The NFPA 13, 20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 feet (2,4 m) does not apply to the AP. Coverage Area: Coverage area for BB (Back to Back) Sprinklers is determined by twice the distance of the furthest throw measured along the slope, multiplied by the distance along the branchline (maximum distance along branchline is 6 feet (1,8 m) regardless of the length of the throw). NOTE The distance along the branch/me may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maximum de- pending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without the use of additional Model AP Sprinklers or Standard Spray Sprinklers. Coverage area for the SD (Single Directional) Sprinklers is the dis- tance along the branchline multi- plied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branchline is 6 feet (1,8 m), the maximum throw, measured horizon- tally is 40 feet (12,2 m), and the maximum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprin- klers is the distance down the larger slope multiplied by two, then multi- plied by the distance between the sprinklers as measured along the slope of the hip. Coverage area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the distance between the branchli- nes. The maximum spacing is 10 feet (3,1 m) perpendicular to the slope and 12 feet (3,6 m) parallel to slope, and as measured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-13- 3. The maximum spacing per sprin- kler is 120 ft2 (11,1 m2). Design Guidelines To design a project with attic sprinklers use these steps as a guideline: Determine if Model BB, SD, or HIP Sprinkler is needed. Determine if the roof slope is be- tween 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. Follow the guidelines for each type of sprinkler. Calculate the sprinkler system in ac- cordance with the appropriate flow and pressure information provided in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional) Determine the throw needed (see spacing requirements in Table A). If over 20 feet (6,1 m)and up to 60 feet (18,3 m) is required, use the 8.0 K-factor, BB Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-factor, BB Sprinklers to minimize over dis- charge. If less than 20 feet (6,1 m) is re- quired, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the longer side by two to determine the spacing down the slope. Four hun- dred divided by this value will deter- mine the maximum spacing along the ridge. The maximum distance is 6 feet (1,8 m). For example, a 12:12 slope at the maximum span of 60 feet (18,3 m) will produce a slope length of approximately 42.5 feet (13,0 m). That number multiplied by two produces an 85 feet (25,9 m) throw. Four hundred square feet maximum divided by an 85 feet (25,9 m) throw only allows a 4 feet - 8 inches (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Determine the throw needed As the 400 ft2 (37,2 m2) is not a factor with the SD Sprinklers, the maximum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 &11). (400 ft2 is not an issue with the single directional because at its maximum spacing of 6 foot (1,8 m) on center/covering 40 feet (12,2 m) flat/ a 12:12 slope /and the discharge being 56.5 feet (17,2 m), the 400 ft2 (37,2 m2) maximum would not be exceeded.) Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, protect that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13) From the intersection of the top of the hip and the ridge, the maximum TFP6IO Page 9 of 28 distance down the slope of the hip is 3 feet (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 inches (152,4 mm) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Con- tinue to space sprinklers down the hip at a maximum of 6 feet (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is reached, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as measured flat (plan view). If this pipe is 'cut to fit", the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view, must be accounted for. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Care and Maintenance The Tyco® PeakTm Performance Mod- els BB, SD, HIP, and APTm "Specific Application Sprinklers for Protecting Attics" must be maintained and serviced in accordance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Over-heated solder type sprinklers must be replaced. Bulb-type sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wip- ing the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkler, P/N (specify). BB1 (K8.0), TY4180 ...............PIN 51-623-1-200 13132 (K=8.0), TY4181 ...............PIN 51-621-1-200 BB3 (K=8.0), 1Y4182 ...............P/N 51-622-1.200 8131 (K=5.6), TY3180 ...............P/N 50-601-1-212 BB2 (K=5.6), TY3181 ...............P/N 50-602-1-212 BB3 (K=5.6), TY3182 ...............P/N 50-603-1-212 13131 (K=4.2), TY2180 ...............P/N 50-620.1-200 BB2 (K=4.2), TY2181 ...............P/N 50.621-1-200 B133 (K=4.2), TY2182 ...............P/N 50-622-1-200 SD1 (K=5.6), TY3183 ...............P/N 50-611-1-212 SD2 (K5.6), TY3184 ...............P/N 50-612-1-212 SD3 (K=5.6), TY3185 ...............P/N 50-613-1.212 HIP (K=5.6), 1Y3187 ...............P/N 51-620-1-200 AP (K=5.6), TY3190 ...............P/N 50-625-1-200 AP (K4.2), TY2190 ...............P/N 50-624-1-200 Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001. Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106. Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. 22" (558,8 mm) MAX. BB, SD, OR HIP ATTIC 16(406,4 mm) MIN. SPRINKLER -OR- / STANDARD FORA ROOF PITCH TRUSS 18' MIN. LESS THAN 4:12 (33%), (457,2 mm) 12" (304,8 mm) MAXIMUM BELOW PEAK AND 1' (25,4 mm) MINIMUM Nk" I BELOW BOTTOM OF TOP CHORD OR SCISSOR RAFTER \\ l)NTRUSS \\ \\ll BB, SD OR HIP ATTIC SPRINKLER 26-0" (7,92 m) AP OR MINIMUM STANDARD SPRAY SPRINKLERS Page 10 of 28 TFP6IO ROOF SPAN (COVERAGE) STANDARD TRUSS 12 FIGURE 1 BACK TO BACK SPRINKLER SCISSOR TRUSS ROOF SPAN 6" (152,4 mm) MAX. 4" (101,6 mm) MIN. FDECK (COVERAGE) rAP OR STANDARD FROM WALL SPRAY SPRINKLER SINGLE DIRECTIONAL SPRINKLERS 22" SEE FIii hi I CURTAIN 8' 16' (406,4 mm) MIN. BOTTOM OF SHEATHING FULL WALL TO DECK TO DECK (203,2 mm 6-0(1,83 m) MAXIMUM 4-0" (1,22 m) MINIMUM BBORSDATTIC I I' H Z11SPRINKLERS1J II RIDGE II II BRANCH ii II II II II LINE II II II TRUSS i i CEILING II II II FIGURE 3 7-0' (2,1 m) MIN. FOR AP SPRINKLERS 6-0 (1,8 m) MINIMUM FOR - STANDARD SPRAY SPRINKLERS II I AP OR STANDARD II ATTIC II \ II I I SPRAY SPRINKLER II SPRINKLER RIDGE H H H H II II II BRANCH II II II II II LINE II II II TRUSS CEILING II II II FIGURE 4 FIGURE 5 FIGURE 6 6(152,4 mm) MINIMUM II BB, SD, ORHIP SPRINKLER RIDGE \ RIDGE II I BRANCH II II II I II LINE II II II TRUSS CEILING I II II 6" (152,4 mm) MAXIMUM 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING BB OR HIP ATTIC SPRINKLER FIGURE 7 FIGURE 8 TFP6IO r( 12' I' 12 MIN. - ATTIC I (304,8 mm) ' (304,8 mm) SPRINKLER I 6' MIN. (152,4 mm) SPACE PROTECTED t NON-COMBUSTIBLE JOIST CEILING INSULATION FOR FIRE PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A Page 11 of 28 NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION B SPACE 6"MIN. I/\l (152,4 mm) V II CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER CEILING FIGURE 9B FIGURE 10 Permitted Use Of Attic Sprinklers For Mismatched Slopes SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN (SHOWN) OR FULL WALL TO ROOF DECK A WHEN ANGLE "A" DOES B NOT EQUALANGLE"B" AP AP OR STANDARD OR STANDARD I SPRAY SPRINKLER SPRAY SPRINKLER I COVERAGE ON COVERAGE ON I S I SLOPE LOPE BB, SD, OR HIP I BB, SD, OR HIP COVERAGE ON COVERAGE ON HORIZONTAL HORIZONTAL I MAXIMUM 1" (25 mm) VENT PERMITTED '\ \ TOP OF INSULATION ROOF JOIST OR TOP CHORD 2X/X X X I CEILING NON-COMBUSTIBLE ROOF JOIST JOIST INSULATION OR TOP CHORD FIGURE 11 Coverage Starting Point At Eave I OUTSIDE MAXIMUM WALL 28'-0"(8,5 m) HORIZONTAL HIP RIDGES I SEE FIG 6'-0"(1,8 m) MAX. 11 I T-0"(0,9 m) MIN. ON HIP SLOPE FIGURE 13A Hip Roof Installation With Trusses Framed Parallel To Outside Wall (Shown With Standard Spray Or AP Sprinklers In Hip Slope) WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) 6-0" (1,8 m) MAX. STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES 0 1 ARE FRAMED PARALLEL I TO OUTSIDE WALL 1. TRUSSES IN HIP SLOPE AREA - HIP I ii PARALLEL TO OUTSIDE WALL p SLOPE I MAXIMUM OUTSIDE WALL 40-0" (12,2 m) I SINGLE HORIZONTAL -1 DIRECTIONAL ROOF SPAN I SPRINKLERS (COVERAGE) I HIP RIDGES - Page 12 of 28 TFPGIO I I I I I I BACK ~__ Sill TO BACK SPRINKLERS ROOF SLOPE RIDGE LINE LN\V1Lr'NV' kl I I' I I1. I I 3-0" (0,9 m) MAX. ON HIP SLOPE FIGURE 12 Hip Roof Installation With Rafters Framed Perpendicular To Outside Wall (Shown With HIP Sprinklers Protecting Hip Slope & Adjacent Areas To Hip Slope) RAFTERS IN HIP SLOPE AREA PERPENDICULAR TO OUTSIDE WALL ROOF SLOPE \ RIDGE LINE 3-0" (0,9 m) - MAX. ON HIP SLOPE MAX. ON CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13B Hip Roof Installation STANDARD SPRAY H H 6-0"(11,8 m) MAX With Trusses Framed SPRINKLERS INSTALLED II111 Parallel To Outside Wall PER NFPA 13 IN HIP SLOPE I I I I I I I I I (Shown With Standard Spray AREA WHEN TRUSSES I I I I I I I BACK Or AP Sprinklers In Hip Slope ARE FRAMED PARALLEL b I I I I TO BACK & Adjacent Areas To Hip Slope) TO OUTSIDE WALL • SPRINKLERS TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL - WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) ROOF SLOPE RIDGE LINE CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW (SEE PAGE 6) 6'-0"(1,8 m) MAX. BACK TO BACK SPRINKLERS TFP6I0 Page 13of28 Coverage Beyond BB, SD, or HIP Allowable Roof Spans For single ridge construction (Ref. Figure 14A), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m), 40 foot (12,2 m), or 20 foot (6,1 m) spans of the BB Sprinklers (Ref. Table A). Where SD Sprinklers are used (Ref. Figure 14B), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 40 foot (12,2 m), 30 foot (9,1 m), or 10 foot (3,0 m) spans of the SD Sprinklers (Ref. Table A). Where HIP Sprinklers are used for hip roof construction (Ref. Figure 15), use BB Sprinklers in the center portion and HIP Sprinklers down the entire hip. AP Sprinklers can then used to protect the eaves beyond the BB Sprinklers as described in Paragraph A. Also, AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width beyond the maximum allowable 28 foot (8,5 m) or 20 foot (6,1 m) horizontal coverage of the HIP Sprinklers (Ref. Table A). Spacing of the AP Sprinklers is to be as detailed for their use with the BB Sprinklers in Figure 14A. NOTE: The use of Attic Sprinklers CANNOT be considered for attics over 80 feet (24,4 m) wide. ISEE FIG. iii ISEEFIG. iii SD SPAN (TABLE A) BB SPAN - I (TABLE A) - AP 10-0 MAX. SPRINKLERS 10-0" MAX. (3,05 m) BB ATTIC SPACED (3,05 m) AP 6'0" SPRINKLER 8'-0"(2,4m) AP SPRINKLER 60" SD ATTIC SPRINKLER (1,83 m) TO COVERAGE (1,83 m) SPRINKLER COVERAGE MAX T-0" (1,8 m) ON CENTER 0ON tE FIGURE 14A - BB wIAP SPRINKLERS FIGURE 14B - SD wIAP SPRINKLERS 10-0" BACK j HIP TO BACK (3,0 m) SPRINKLERS SPRINKLERS HIP RIDGES -. • 100 .VI!LlIIfVI (30m) I III I I AP RIDGE SPRINKLERS I I I f I AT THE EAVES - LINE 4 / PERIMETER -PROTECTION :: :__I I ! AREA i I I t I I IIfIIt SPAN (TABLE A) 101-01, CPVC PIPE MAY BE USED IN SHADED 7-0" to 8-0" AREA FOR CEILING (2,1 m TO 2,4 m) PROTECTION BELOW ON CENTER FOR SEE PAGE 6 AP SPRINKLERS FIGURE 15— HIP wIAP SPRINKLERS Page 14 of 28 TFP6IO BB ATTIC BB ATTIC 3-1/2" MIN. SPRINKLER 36' MIN. ANY SPRINKLER (88,9 mm) m ANY (914,4 AIR SPACE m) GREATER NO TIONALAP N 6" MAX. THAN 6" ADDI ADDITIONAL - " '~_k (152,4 mm) (152,4 mm) SPRINKLER REQUIRED $ #V // OR STANDARD SPRAY SPRINKLER REQUIRED ,(LOCATE PER FIGURE 14AOR14B) \ FIGURE 16A FIGURE 168 There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC SPRINKLER 6" (152,4 mm) 36 (914,4 mm) MINIMUM MINIMUM NO ADDITIONAL SPRINKLER REQUIRED 4'-0" (1,2 m)\\ MAXIMUM FIGURE 16C LESS THAN 6' (152,4mm ADDITIONAL AP OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE / 14A OR 14B) GREATER THAN j4'-0"(1,2m) ILIii;1f1lJ If the Horizontal Obstruction is below the sprinkler, there must be 6 inches (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 feet (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in width, a sprinkler must be added below the obstruction. Refer- ence Figures 16C and 16D, where the maximum spacing for AP Sprinklers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet (4,6 m). Dimension A Distance B Additional Sprinkler Required Beyond Obstruction Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction All Vertical Obstructions <6" (152,4 mm) YES 1/2-1" (12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4" (25,4 mm-101,6 mm) 12" (304,8 mm) NO 4"-8" (101.4 mm-203,2 mm) 24" (609,6 mm) NO 8-10" (203,2 mm-254,0 mm) 5-0" (1,52 m) NO 10-20" (254,0 mm-508,0 mm) 10'-0"(3,05 m) NO 20"-30"(508,0 mm-762,0 mm) 15'-0" (4,57 m) NO 30-40" (762,0 mm-1016,0 mm) 20-0" (6,10 m) NO 4048" (1016.0 mm-1219,2 mm) 25-0" (7,62 m) NO >48" (1219.2 mm) Any Distance YES DIMENSION A PER TABLE DIMENSION B PER TABLE IONALAP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE // 14AOR14B) !Lc1VJ;Lf,1!1 For Vertical Obstructions, the maximum dimension of the ob- struction is its width and the horizontal distance away from the obstruction is measured horizontally. BB ATTIC SPRINKLER 36" (914,4 mm) MINIMUM FIGURE 16- PART I of 2- OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) TFPGIO Page 15 of 28 FIGURE 16F Area Outside Of Mechanical Space Or Similar Compartmented Space When a BB Sprinkler is 36 inches (914,4 mm) or greater above the space, and 36 inches (914,4 mm) or greater clearance above the space is present, additional sprin- klers are not needed. When a BB Sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 12 to 36 inches (304,8 mm to 914,4 mm) clearance above the space is present, Inter- mediate Level Standard Sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprin- klers as necessary - OR - by constructing a shear wall and installing SD Sprinklers. NOTE: In all cases, the mechanical space or similar compartmented space is to be sprinklered per its respective hazard rating and separated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar compartmented space. BB ATTIC SPRINKLER 36" (914,4 mm) OR GREATER NO ADDITIONAL 36" (914,4 mm) SPRINKLERS OR GREATER REQUIRED , ZZZZ~' AP OR STANDARD MECHANICAL SPRAY SPRINKLER I SPACE 4" (101,6 mm) TO 6" (152,4 mm) TYP. 12"(304,8 mm) TO I 6" (914,4 mm) I 36-(91 36" (914,4 m , IIOR GGREATER INTERMEDIATE LEVEL BB ATTIC STANDARD SPRAY SPRINKLERS SPRINKLER '<j AP OR STANDARD SPRAY SPRINKLER 'MECHANICAL SPACE 4"(101,6 mm) TO 6'(152,4 mm) TYP N BB ATTIC SPRINKLER AP OR STANDARD PRAY SPRINKLER LESS THAN 12"(304,8 mm) II1 I I MECHANICAL SPACE I ( NIX PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY PROTECT WITH SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS FIGURE 16G Piggyback Trusses When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 mm) distance to the peak, as well as the "V' and "H" clearance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 inches (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 inches (190,5 mm) maximum in width, the openings are 12 inches (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not re- quired. Otherwise, additional sprinklers are required as shown. ,V, I I H VI -itI BB1 I BB2 I BB3 I 0" v>o' I 0" V+15" I 0" I0..I V+10" V+8" BOTTOM STIFFENERS PLANE OF STIFFENERS \_ 22" (558,8 mm) MAX. 16" (406,41mm) MIN. TOP OF DEFLECTOR BB ATTIC SPRINKLER BB ATTIC 70% MINIMUM SPRINKLER OPEN AREA STIFFENERS 3-1/2' MIN. 12" M IN. (88,9 mm) (304,8 mm) AIR SPACE H I 7-112' MAX.] I (190,5 mm) 1 12" MIN. (304,8 mm) BB ATTIC LESS THAN SPRINKLER OR 70% OPEN AREA, STANDARD SPRAY OPENINGS LESS THAN SPRINKLER 12"(304,8 mm) WIDE, OR STIFFENERS INTERMEDIATE GREATER THAN LEVEL 1/2" (190,5 mm) STANDARD WIDE SPRINKLER SINGLE INSTALL SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16— PART 2 of 2— OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) Page 16 of 28 TFP6IO FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS FIGURE 178 EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WTHIN JOISTS 3-0' MAX. AP (0,9 SPRINKLER AP SPRIG 6- MIN. - JOIST (152,4 mm) ixx 12' MIN. ,' 12"MIN.... (304,8 mm) (304,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION A 3-0" MAX. AP - SPRINKLER (0,9 AP SPRIG AP SF AP 10-0" MAX. SPRIG (3,0 m) 6" MIN. rJOIST 1 fl (152,4 mm) 12' MIN. ' 12- MIN. (304,8 mm) / (304,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION B AP 5Z~~ ~11-7SP~RINKLE`R 10-0" MAX. AP (3,0 m) SPRIG JOIST 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION A JOIST 6" MIN. / NON-COMBUSTIBLE (152,4 mm) I INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS OBSTRUCTION C AP SPRINKLER D ELEVATION VIEW OBSTRUCTION AP i ~& SPRINKLER A3C or 3D T:~ A524"(609,6 mm) D A (Use dimension CorD, whichever is greater) PLAN VIEW Minimum Horizontal Vertical Distance Distance Below Deflector (A) (B) (:5152,4 mm) (76,2 mm) >6" t09" (>152.4 to 228,6 mm) (101,6 mm) >9"to12" 6" (>228,6 mm to 304,8 mm) (88,9 mm) >12"to15" 8" (>304,8 mm to 381,0 mm) (203,2 mm) >15"to18" 9-1/2" (>381,0 to 457,2 mm) (241,3 mm) >18" to 24" 12-1/2" (457,2 mm to 609,6 mm) (317,5 mm) >24"to30" 15-1/2" (>609,6 mm to 762,0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) TFPGIO Page 17of28 A= 6' (150 mm) MAX. A A B = 12" (300 mm) MAX. B ANGLE SPRIG b ARMOV SPRIG B ARMOVER BRANCHLINE ? N ER BRACHLINE VERTICAL SPRIG DIRECT MOUNT VERTICAL RISER TICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 feet (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: . FIGURE 20-A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 20-A-4 (Page 19) SD Sprinklers 20-A-5 (Page 19) SD and HIP Sprinklers 20-A-6 (Page 19) HIP Sprinklers . FIGURE 20-B: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Eli 20-B-6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Eli 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization MODEL BB MODELAP BACK TO BACK MODEL SD SINGLE DIRECTIONAL MODEL HIP IS OR STANDARD SPRAY FIGURE 20— HYDRAULIC CALCULATIONS Page 18 of 28 TFP6IO Figure 20-A-I. BB Sprinklers Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). DRY SYSTEM SHOWN Figure 20-A-2. BB and HIP Sprin- klers Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprin- klers, and then calculate the most demanding contiguous nine sprin- klers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. RIDGE DRY SYSTEM SHOWN DRY SYSTEM SHOWN TFP6IO Page 19 of 28 Figure 20-A-3. BB and SD Sprin- klers Wet Systems - Calculate the most demanding five BB Sprin- klers plus two SD Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus up to two SD Sprinklers (see adjacent figure). OBSTRUCTION RIDGE DRY SYSTEM SHOWN Figure 20-A-4. SD Sprinklers Wet Systems - Calculate the most demanding five SD Sprin- klers. Dry Systems - Calculate the most demanding nine SD Sprin- klers (see adjacent figure). : RIDGE * I I T T I I I I I I I T\T WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN Figure 20-A-5. SD and HIP Sprin- klers Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding nine sprinklers with a maximum of seven to be SD Sprin- klers (see adjacent figure). RIDGE 1111$ I I I * V V V V I\T WALL OR DRAFT CURTAIN ::::::::::::::::::: AT RIDGE DRY SYSTEM SHOWN Figure 20-A-6. HIP Sprinklers Wet Systems - Calculate the most demanding five sprinklers (see adjacent figure). Dry Systems - Calculate the most demanding nine sprinklers. WET SYSTEM SHOWN UR IAINS DRY SYSTEM SHOWN Page 20 of 28 TFP6IO Figure 20-B-I. SD Sprinklers & AP Sprinklers At The Ridge Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems - Calculate the most demanding nine SD Sprinklers, and then calculate the most de- manding seven AP Sprinklers. Use the most demanding calculation (see adjacent figure). Figure 20-B-2. BB or SD Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most de- manding AP Sprinklers. Dry Systems - Calculate the most demanding seven BB or SD Sprin- klers plus up to two most demand- ing AP Sprinklers (see adjacent figures). . • • S RIDGE DRY SYSTEM SHOWN RIDGE DRY SYSTEM SHOWN DRY SYSTEM SHOWN UN AREA 2 -H WITHAP SPRINKLERS SEE ALSO FIGURES 21 AND 22 Figure 20-13-3. BB Sprinklers & AP Sprinklers At The Hip Where the total number of AP Sprin- klers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then calcu- late the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers (e.g., Area 2 in adja- cent upper figure). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then calcu- late the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers(e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. STAGGERED SPACING WHEN MORE THAN ONE ROW AREA 1 AREA 3 WITH 66 WITH AP SPRINKLERS SPRINKLERS MINIMUM SEPARATION 15'-0"(4,6 m) DRY SYSTEM SHOWN AREA 2 AREA I AREA 3 WITH AP WITH BB & SD WITH AP SPRINKLERS SPRINKLERS SPRINKLERS 15-0" (4,6 m) TFP6IO Page 21 of 28 Figure 20-B-4. BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip Where the total number of AP Sprin- klers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of AP Sprin- klers at the hip is greater than four: Wet Systems - Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ft2 (137 M2) having AP Sprinklers(e.g., Area 2). Use the most demanding calculation. Dry Systems - Calculate up to the most demanding nine BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ft2 (181 M2) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. WALL OR DRAFT CURTAIN 1 -% "i'At Figure 20-B-5. BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, at a Hip, or at an Eli Where the quantity of AP Sprinklers in each dormer, cross, or ell is four or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four AP Sprin- kler criteria, calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most de- manding AP Sprinklers in the dor- mer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprinklers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. SP (4 AP NKLERS R LESS) Page 22 of 28 TFP6IO Figure 20-B-6. BB,SD, or HIP Sprinklers & AP Sprinklers Sepa- rated By Compartmentalization Wet Systems— Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calcu- late the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure). Dry Systems— Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calcu- late the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure). .\ N. ..\ RIDGE • , WALL DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING a TFP6IO Page 23 of 28 Figure 20-C-I. SD Sprinklers & Standard Spray Sprinklers At The Ridge Wet Systems—Calculate the most demanding five sprinklers of one type. Use the most demanding cal- culation. Dry Systems - Calculate the most demanding nine SD Sprinklers, and then calculate the most de- manding seven Standard Spray Sprinklers. Use the most demand- ing calculation (see adjacent fig- A & a a RIDGE ITT ITT IT TI I T\TI WALLS C IR DRAFT urc IIAHNO DRY SYSTEM SHOWN Figure 20-C-2. BB Sprinklers & Standard Spray Sprinklers Be- yond An Obstruction Wet Systems - Calculate the most demanding five BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers (see adjacent figures). DRY SYSTEM SHOWN Page 24 of 28 TFP6IO Figure 20-C-3. BB Sprinklers & Standard Spray Sprinklers At The Hip Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers, and then calculate the most de- manding remote design area (In- cluding all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers, and then calculate the most de- manding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In- clude all sprinklers types within this area (see adjacent figure). Use the most demanding calcula- tion. FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION 2535 SQ. FT. ::: (235,5 SQ. METERS) DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. SEE ALSO FIGURES 21 AND 22 Page 26 of 28 TFPGIO Figure 20-C-5. BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, at a Hip, or at an Ell Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see ad- jacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, cal- culate the Attic Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demanding standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprin- klers that are being included in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure C-3. STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS - (4 OR LESS) I STANDARD SPRAY I SPRINKLERS (4ORLESS) I • • STANDARD SPRAY SPRINKLERS (4 OR LESS) Figure 20-C-6. BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentaliza- tion Calculate the Attic Sprinkler demand as described in Part A-i thru A-6 or Part C-i thru C-4, and then calculate the Standard Spray Sprinklers per NFPA 13. Use the most demanding calculation (see adjacent figure). .,\ •\ RIDGE //• WALL DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING ••••••II I I TFP6IO z:::::=. I - 100'(25,4 m) I 20' ________ 20 (5,1 m) 60 (15,2 m) (5,1 m) 1/ .. • • • • • • • • • • • Calculation 2 (10,2 rn) LX _ 100' (25,4 m) I 20' ________ 20' 60' (15,2 m) I (5,1 m) I (5,1 m) ............... *'*"*'***'**"'*'*"**'****' T................ •b%%\,,i.\;.i 40 * * I I I I • (102 m) L • • • • S 20' 100'(25,4 m) 20' (5,1 M) 60'(15,2m) (5,11 M) r • •, 40 I I Calculation 2 (102m) %•'•t I I •:.-:•:•:• .:•::•::•:•:•:•:•:•:•:: I + I ___.__.__.__ _________________________________________________ I. • • Page 27 of 28 MODEL AP SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1500 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where AP Sprinklers are utilized, CPVC pipe may be used to supply the AP Sprinklers, as well as the ceiling sprinklers below the AP Sprinklers (See Page 6). STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduc- tion for quick response & 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 0.75* x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where Standard Sprinklers are util- ized, CPVC pipe CANNOT be used to supply the Standard Spray Sprinklers or the ceiling sprinklers below the Standard Spray Sprinklers. *A 25% reduction for 20 ft. ceiling. Calculation 1 FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS Page 4 of 28 TFPSIO pressure requirements for two differ- ent spacings. AP Sprinkler (Attic Plus) Installed in the upright orientation with their deflector parallel to the roof, the Tyco® Model APTM Sprinklers (Figure F) are intended to be used to provide protection of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. When used, the AP Sprinklers in most cases will provide a hydraulic advantage over Standard Spray Sprinklers for the protection of attic areas outside the scope of appli- cation for the BB, SD, or HIP Sprin- klers (Ref. Figures 21 and 22 for exam- ples). WARNING The "Specific Application Sprinklers for Protecting Attics" described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Sprinkler Identification Number TY4180* - BBI, K=8.0 TY4181* - 13132, K=8.0 TY4182* - BB3, K=8.0 1Y3180* - BB1, K=5.6 TY3181* - 13132, K=5.6 TY3182* - 13133, K=5.6 TY2180 -BBI,K=4.2 TY2181 -BB2,K=4.2 TY2182 - 13133, K=4.2 TY3183* - SDI, K=5.6 TY3184* - SD2, K=5.6 1Y3185* - 5D3, K=5.6 TY3187* - HIP, K=5.6 TY3190 -AP, K=5.6 TY2190 - AP, K4.2 *The "TY" prefix is a redesignation of the previous "C" prefix (e.g., 1Y4180 is a redesignation for C4180). Technical Data Approvals UL & C-UL Listed. (The approvals only apply to the serv- ice conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 112 inch NFl for K=4.2 & 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 GPM/p5i112 (60,5 LPM/bar1/2) K = 5.6 GPM/psi112 (80,6 LPMlbar1I2) K = 8.0 GPM/psi112 (115,5 LPM/barl/2) Temperature Rating Intermediate Temperature as follows: - 200°F/93°C for BB (K4.2 & K8.0), HIP, AP - 212"F/100"C for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C & E) Frame .............Bronze Button ........Bronze/Copper Sealing Assembly ........... Beryllium Nickel w/Teflont Bulb ........Glass (3 mm dia.) Link . . . . . . . . . . . . . . Monel Compression Screw .....Brass Deflector ........Brass/Bronze t DuPont Registered Trademark Physical Characteristics (Figures B & D) Body ..............Brass Cap ..............Bronze Sealing Assembly ........... Beryllium Nickel w/Teflont Saddle .............Brass Link Assembly ........Nickel Compression Screw .....Brass Deflector ........Brass/Bronze Lever .............Bronze Deflector Frame .......Bronze Diffuser ............Brass Rivet ..............Brass t DuPont Registered Trademark Physical Characteristics (Figure F) Frame .............Brass Button .............Bronze Sealing Assembly ........... Stainless Steel w/Teflont Bulb ........Glass (3 mm dia.) Compression Screw .....Brass Deflector ............Bronze t DuPont Registered Trademark Patents U.S.A. 5,669,449; patent pending Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP (5.6 & 4.2) The glass bulb contains a fluid that 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. BB (K=5.6) & SD (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to activate and water to flow. DRY SYSTEM SHOWN FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION 2535 SQ. FT. (235,5 SQ. METERS) • TFPGIO Page 25 of 28 Figure 20-C-4. BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip Where the total number of Standard Spray Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- mum of seven BB Sprinklers, see adjacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers, and then calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). Use the most demanding calculation. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- mum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings & 30% increase for dry systems). Include all sprinklers types within this area (see adjacent figure). WALL OR DRAFT N CURTAIN N DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. Page 28 of 28 100'(25,4 m) I 20' ________ 20' I 60' (15,2 m) 1 (5,1 m) I I (5,1 m) I 40' . . I I I- • • 100(25,4 m) 20' 20' 60'(15,2m) (5,1 m)(5,1 m) , , , • . , (10,2 m) L/_____ TFPGIO MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding seven - BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. In this Calculation 1 case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Calculation 2 Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this case the theoreti- cal design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). 100'(25,4 m) I 20' 20' 60'(15,2 m)20 , m) 1 (5,1 m) i::- '<,• ________ (10,2 rn) Calculation 1 STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS © 2007-2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 I U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Momp— Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F17.0 Dimensions - Weights Size A B C (closed) Wt. (Ibs) 1.08 2.10 3.09 .69 Y4" 1.24 2.41 3.30 .94 1" 1.49 2.75 3.80 1.76 1¼" 1.75 2.90 4.40 2.50 11/2" 1.97 1 3.25 1 4.65 3.26 2- 2.20 1 3.68 1 5.90 5.32 Angle Valves Soft Seat Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model F16 Bronze Angle Valves are designed for general service as shut-off, throttling, or drain valves. The Central Model F16 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 Bill of Materials Item Description Material Specification 1 Wheel Nut Brass ASTM B-16 2 Name Plate Aluminum Commercial 3 Hand Wheel Cast Iron ASTM A-126 4 Stem Brass ASTM B-16 5 Packing Nut Brass ASTM B-16 6 Gland Packing Teflon* 7 Bonnet Bronze ASTM B-62 8 Disc Bronze ASTM B-62 9 Disc Nut Brass ASTM B-16 10 Body Bronze ASTM B-62 11 Seat EPDM Commercial 12 Washer Brass ASTM B-16 13 Nut Brass ASTM B-16 *Teflon is a registered trademark of the DuPont Corporation. fl Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model number, style, orifice size, temperature rating, type of finish and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available throughout the U.S. and Canada; and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company or call (215) 362- 0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. CENTRAL Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 © 1991 Central Sprinkler Company Phone (215) 362-0700 Printed in U.S.A. FAX (215) 362-5385 F16.0 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 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 F17 3-Way Bronze Globe Valves provide positive shut-off under normal operating conditions. They are recommended for water service only. The Central Model F17 3-Way Bronze Globe Valves are of cast bronze construction in strict accordance with ASTM 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 10001oo kd 150 100 200 I ç) WATER/ 300 PN Yr'I \ C~ 61ASHCROFT WADE 14 LLSA. 300 psi Gauge Part No. 01934A 1/4" - NPT D Figure 1 Water Pressure Gauge Dimensions A B C D E 3-45/64' (94 mm) 1-9/64' (29 mm) 2-23/32' (69 mm) 9/16' (14 mm) 15/32' (12 mm) March 18, 2002 906 a 1. PRODUCT NAME Water Pressure Gauge, 300 psi rated Part Number 01934A Available since 1977 MANUFACTURED FOR The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945-9599 e-mail: techsvcs@vikingcorp.com PRODUCT DESCRIPTION Viking Water Pressure Gauges give vi- sual indication of the water pressure available to the fire protection system. TECHNICAL DATA LISTINGS AND APPROVALS UL and ULC Listed, FM Approved MATERIALS Case: ABS (Acrylonitrile Butadiene Sty- rene) Window: Polycarbonate Dial: Black figures on White Back- ground Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: 1/4 NPT Working Pressure: 300 psi (2 068 kPa) AVAILABILITY & SERVICE The water gauge is available through a network of Domestic, Canadian, and In- ternational Distributors. See the Yellow Pages of the telephone directory for your closest distributor (listed under "Sprinklers Automatic Fire") or contact The Viking Corporation. Viking Technical Data may be fund on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data Page. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. INSTALLATION A. Gauges are to be installed in accor- dance with the latest published stan- dards of the National Fire Protection Association or other similar organi- zations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install gauges that have been dropped or damaged in any way. Such gauges should be de- stroyed immediately. Adequate heat must be provided where gauges are installed. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take care that no joint compound is al- lowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the ½" (15 mm) NPT outlet of the coupling. DO NOT over-tighten the gauge. NOTE: units of measure in parentheses may be approximations Form No. F_052197 Replaces page 906 a-b, dated July 1, 1999. (Re- moved 600 PSI gauge and revised front view drawing of gauge. Now shows manufacturer, Ashcroft). (o 60 10 0 70 A712R 80 L0 a' I ogASHCROFT'/ 4ADEIU.SA . 80 psi Gauge Part No. 01124A 1/4 NPT— L p EE Figure 1 Water Pressure Gauge Dimensions A B C D E 3-45/64' (94 mm) 1-9/64' (29 rim) 2-23/32' (69 rim) 9/16' (14 mm) 15/32' (12 min) 906b March 18, 2002 1. PRODUCT NAME Air Pressure Gauge, 250 psi rated Part Number 01124A Available since 1977. MANUFACTURED FOR The Viking Corporation 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 (877) 384-5464 Fax: (616) 945-9599 e-mail: techsvcs@vikingcorp.com PRODUCT DESCRIPTION Viking Air Pressure Gauges give visual indication of the air pressure present in various types of fire protection system applications. TECHNICAL INFORMATION LISTINGS AND APPROVALS UL and ULC Listed, FM Approved MATERIALS Case: ABS (Acrylonitrile Butadiene Styrene) Window: Polycarbonate Dial: Black figures on White Back- ground Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: 1/4' NPT Working Pressure: 80 PSI (554 kPa) Max. Pressure: 250 PSI (1724 kPa) AVAILABILITY & SERVICE The water gauge is available through a network of Domestic, Canadian, and In- ternational Distributors. See the Yellow Pages of the telephone directory for your closest distributor (listed under "Sprinklers Automatic Fire") or contact The Viking Corporation. Viking Technical Data may be fund on The Viking Corporation's Web site at http://www.vikingcorp.com. The Web site may include a more recent edition of this Technical Data Page. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Vi- king directly. INSTALLATION A. Gauges are to be installed in accor- dance with the latest published stan- dards of the National Fire Protection Association or other similar organi- zations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install gauges that have been dropped or damaged in any way. Such gauges should be de- stroyed immediately. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: Apply a small amount of pipe-joint compound or tape to the external threads of the gauge only. Take care that no joint compound is al- lowed into the orifice of the gauge. Turn the unit clockwise to thread the gauge into the ½" (15 mm) NPT outlet of the coupling. DO NOT over- tighten the gauge. NOTE: Units of measure in parentheses may be approximations. Form No. F_052197 Replaces page 906 a-b, dated July 1, 1999. (Revised front view drawing of gauge. Now shows manufacturer, Ashcroft). tqca /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 716 Flexible Reducing Coupling General Description [LPB [vds] (j See Fire Protection Submittal Sheet for FM Pressure Rating and Listing/Approval Information The Figure 716 Flexible Reducing Coupling allows a direct transition between two different pipe sizes, and replaces two couplings and a reducing fitting. It is capable of pressures up to 350 psig (2413 kPa) depending on pipe size and wall thickness when used in fire protection services. Note: Reducing Couplings are not recommended for dry pipe and freezer applications. WARNING The Figure 716 Flexible Reducing Coupling describedhereinmustbeinstalledandmaintained in compliance with this document, as wellas with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershouldbe contacted with any questions. Technical Data Figure: 716 Sizes: 2' x 11/2" -8" x6' Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing /Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade "E" EPDM, green color code (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, type of gasket, Grade "E" EPDM, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of any otherAuthorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforit, any other obligation in connection with the sale of products or parts of products. Tyco Fire Productsshall notbe responsibleforsprinklersystem design errors orinaccurate orincomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIRE PRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRAWTYLSMAOEINUEU OF ANY AND ALL OTHER WAPA4WI7ES EfFRIESSOR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARUcWAR PURPOSE, Page 1 of 2 July 2004 TFPI830 Page 2of2 TFP1830 Figure 716 Grooved Coupling Pipe Max. ° End Gap Max.t Pressure Max.t End Load Nominal Emensions Deflection 1: Bolt Net Wt. O.D. A B C Inches/ °Per Size** Size Inches Inches psi Lbs. Inches Inches Inches Foot x Lbs. Coupling Dia. Lg. mm mm kPa N mm mm mm mm/rn Kg. 2"X11/2" 2.375x1.900 0.13 350 992 3.50 5.06 1.88 0.39 3/8"X21/4" 2.0 60.3x48.8 3.3 2,413 4,412 88.9 128.5 47.8 l°-53 32.5 M10x57 0.9 21/2 2" 2.875 x 2.375 0.13 350 1,550 4.00 5.50 1.88 10 - 331 0.32 3/8" x 21 /4 2.5 x 73.0x60.3 3.3 2,413 6,894 101.6 139.7 47.8 26.7 M10x57 1.1 76.1 x 3.000 x 2.375 0.13 350 1.550 4.19 5.88 1.88 10 - 34 0.32 M12 x 76 3.1 76.1 x60.3 3.3 2,413 6,894 106.4 149.4 47.8 26.7 1.4 3.500x2.375 0.13 350 1,550 4.69 6.50 1.88 0.27 1/2"x3" 4.5 3"x2" 1°-17' 88.9 x 60.3 3.3 2,413 6,894 119.11 165.11 47.8 22.5 1 M12 x 76 2.0 3' 21/' x 3.500x2.875 0.13 350 2,271 4.69 6.50 1.88 0.27 1/2" x3" 4.6 88.9x73.0 3.3 2,413 10,101 119.1 165.1 47.8 1°- 17' 22.5 M12x76 2.1 88.9X76.1mm 3.500x3.000 0.13 350 2,474 4.69 6.50 1.88 1°-17' 0.27 M12x76 4.5 88.9 x 76.1 3.3 2,413 11,004 119.1 165.1 47.8 22.5 2.0 4" 2" x 4.500 x 2.375 0.19 350 1,550 6.00 8.13 2.00 0.55 /8' x 31/4 7.0 114.3 x 60.3 4.8 2,413 6,894 152.41206.51 50.8 2° - 38' 45.8 1 M16 x 83 3.2 4" x 21/2" 4.500x2.875 0.19 350 2,271 6.00 8.13 2.00 20 -38 . 0.55 5/8°X31/4 ' 6.1 114.3x 73.0 4.8 2,413 10,101 152.4 206.5 50.8 45.8 M16x83 2.8 114.3X76.1mm 4.500x3.000 0.19 350 2,474 6.00 8.13 2.00 2°-38' 0.55 M16x83 6.2 114.3x 76.1 4.8 2,413 11,004 152.4 206.5 50.8 45.8 2.8 4° 3" x 4.500x3.500 0.19 350 3,366 6.00 8.13 2.00 0.55 /8"x31/4' 6.2 114.3x88.9 4.8 2,413 14,972 152.4 206.5 50.8 2° - 38' 45.8 M16x83 2.8 5.500 x 4.500 0.25 350 5,564 7.06 9.50 2.06 0.55 11.0 139.7 x 114.3mm 2° - 38' M20 x 121 139.7x114.3 6.4 2,413 24,749 179.3 241.3 52.3 45.8 5.0 5"x4' 5.563x4.500 0.25 350 5,564 7.13 9.56 2.06 2°-5 0.44 3/4"x43/4" 10.1 141.3x114.3 6.4 1 2,413 24,749 181.1 242.8 52.3 36.7 M20x121 4.6 165.1X114.3mm 6.500x4.500 0.25 300 4,771 8.18 10.81 2.06 1°-50' 0.38 M20x121 12.5 165.1x 114.3 6.4 2,068 21,221 207.8 274.6 52.3 31.7 5.7 6" x 4" 6.625 x 4.500 0.25 300 4,769 8.38 10.88 2.06 1° -44' 0.36 3/4" x 43/4" 12.5 168.3x 114.3 6.4 2,068 21,213 212.9 276.4 52.3 30.0 M20 121 5.7 6" x 5" 6.625x5.563 0.25 300 7,288 8.38 10.88 2.06 1° -44' 0.36 3/4 X43/4 11.7 168.3x 141.3 6.4 2,068 32,417 212.9 276.4 52.3 30.0 M20 121 5.3 8°x6° 8.625x6.625 0.25 300 10,336 10.69 13.75 2.25 11-15' 0.26 /8" x61/2 ' 23.5 219.1x 168.3 6.4 2,068 45,975 271.5 349.3 572 21.7 M22x165 10.7 ° Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. *0 Gold color coded metric bolt sizes are available upon request. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (11-1-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. tqco IF/re & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description See Fire Protection [LPB] I.VdSj Submittal Sheet for Pressure Rating and Listing/Approval UL DY Information The grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there may be interferences at the bolt padsthat require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. WARNING The Fittings described herein must be installed andmaintainedin compliance with thisdocument, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having Jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershouldbe contacted with any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCB: Note: See Fire Protection Submittal Sheet for exact Listing /Approval information. Material: Cast: Figures: 201,210,219,250,260,501,510, 519, 51 ODE, 5015, 510S and 5195 - Ductile iron conforming to ASTM A-536, Grade 65-45-12 Fabricated Steel: Figures 391, 392, 393, 312, 313, 321, 327, 341 and 350 - Carbon Steel, (Sizes 11/4"_ 6' are Schedule 40): (Sizes 8'- 12' are Schedule 30), conforming to ASTM A-53 Grade B Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthestandards of any otherAuthorttes Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumefor, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsibleforspnnklersystem design errors orinaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIRE PRODUCTS WASINFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREWING WARRA4WrY IS M4OE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRW OR IMPLIED. INCLUDING WARRANTIES OF PARTICULAR PURPOSE. Page 1 of 6 September 2004 TFPI8I0 to E Figure 201 Figure 210 EtoE Figure 260 260 Figure 219 Friction Resistance* (Expressed as Equivalent Straight Pipe) Elbow I Tee 90° 45° Branch Run Size Feet Feet Feet Feet Inches MM Meters Meters Meters Meters 11/4 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 11/2 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 2½ 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 4.1 2.1 10.3 4.1 76.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 108.0 6.5 3.3 16.3 6.5 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 133.0 8.0 4.0 20.0 8.0 2.4 1.2 6.1 2.4 139.7 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 9.5 4.8 23.8 9.5 159.0mm 2.9 1.4 7.2 2.9 165.1 mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 13.1 6.6 32.8 13.1 216.3mm 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 1 6.1 3.0 15.1 6.1 For reducing tees and branches, use the value that is corrosponding to the branch size. Example: for 8" x 8" a 2" tee, the branch value 2 is 8.0 feet. Friction resistance for all elbows and tees except Figures 510S and 519S. Page 2 of 6 TFP 1810 Figures 201, 210, 219, and 260 Figure 201 Figure 210 Figure 219 Figure 260f 45° Elbow 90° Elbow Tee En Cap Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. E to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. mm Kg. 1 /4 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 44.5 0.4 69.9 0.5 69.9 0.6 22.4 0.2 11 /2 1.75 1.1 2.75 1.2 2.75 1.8 0.88 0.6 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 2 2.00 1.8 3.25 2.0 3.25 2.7 0.88 0.9 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2/2 2.25 2.2 3.75 3.0 3.75 5.8 0.88 0.9 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 76.1 mm 2.25 2.2 3.75 3.0 3.75 5.8 0.94 1.1 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 108.0mm 2.88 5.5 4.75 8.5 4.75 11.5 73.0 2.5 120.7 3.9 120.7 5.2 - 3.00 5.2 5.00 8.5 5.00 11.8 1.00 2.6 76.2 2.4 127.0 3.9 127.0 5.4 25.4 1.2 133.0mm 3.25 7.7 5.25 11.3 5.25 10.6 82.6 3.5 133.4 5.1 133.4 4.8 - - 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3.5 1 139.7 5.1 1 139.7 6.9 23.4 2.1 3.25 8.5 • 13.5 5.50 17.0 1.00 5.0 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 159.0mm 3.50 12.0 6.00 14.6 6.00 13.9 88.9 5.4 152.4 6.6 152.4 6.3 - 165.1 mm 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 6 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5.4 165.1 1 8.4 165.1 11.8 25.4 3.4 216.3mm 4.25 23.0 7.75 36.5 7.75 45.0 108.0 10.4 196.9 16.6 196.9 20.4 - - 8 4.25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 10 4.75 31.0 9.00 60.0 9.00 72.1 1.25 20.0 120.7 14.1 228.6 27.2 228.6 32.7 31.8 9.1 5.25 40.0 10.00 67.0 1 10.00 92.5 1.25 36.0 12"133.4 18.1 254.0 30.4 254.0 42.0 31.8 16.3 -Available with tapped plugs, contact Tyco Fire & Building Products. Figure 501S Friction Resistance 501S, 510S & 519S (Expressed as Equivalent Straight Pipe) Elbow I Tee Size 90° 45° 113ranch Run Feet Feet Feet Feet Inches MITI Meters Meters Meters Meters 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76 1 '°° 4.1 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 1397 ° 8.0 4.1 20.0 8.0 '°2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 9.5 4.8 23.8 9.5 165 1 '°° 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 Page 3ot6 TFP1810 Figures 501, 510,519 and 51 ODE Figure 501 -C to Figure 510 !-C to E-.] tiE Figure 519 i T C to E ;11n Figure 51 ODE Figure 501 Figure 510 Figure 519 Figure 510DE 45° Elbow 900 Elbow Tee 90° Drain Elbow Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E A B Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm Kg. mm Kg. mm Kg. mm mm mm Kg. 1 /4 1.75 0.9 2.75 1.0 2.75 1.4 445 0.4 69.9 0.5 69.9 0.6 - - - - 1 /2 1.75 1.1 2.75 1.2 2.75 1.8 44.5 0.5 69.9 0.5 69.9 0.8 - - - - 2 2.00 1.8 3.25 2.0 3.25 2.7 50.8 0.8 82.6 0.9 82.6 1.2 - - - - 21/2" 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 2.50 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 1.7 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 2.75 7.0 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 6 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 69.9 6.1 81, 4.25 23.0 7.75 36.5 7.75 45.0 7.75 4.95 2.75 26.3 108.0 10.4 196.9 16.6 196.9 20.4 196.9 125.7 69.9 11.9 Figures 501S, 5IOS and 519S L+JT;1, .-CtoE I Figure 510S° Figure 519S° Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee Nominal C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. 2 2.00 1.8 2.75 1.5 2.75 2.1 50.8 0.8 69.9 0.7 69.9 1.0 2/2 2.25 2.2 3.00 2.2 3.00 3.0 57.2 1.0 76.2 1.0 76.2 1.4 76.1om 2.25 2.2 3.00 2.3 3.00 3.1 57.2 1.0 76.2 1.0 76.2 1.4 2.50 3.5 3.38 3.0 3.38 4.1 63.5 1.6 85.9 1.3 85.9 1.9 3.00 5.2 4.00 5.6 4.00 7.7 76.2 2.4 101.6 2.6 101.6 3.5 139.7m,n 3.25 7.7 4.88 8.6 4.88 12.0 82.6 3.5 124.0 3.9 124.0 5.4 3.25 8.5 4.88 8.8 4.88 12.0 82.6 3.9 124.0 3.9 124.0 5.4 165.1mm 3.50 12.0 5.50 11.00 5.50 15.0 88.9 5.4 139.7 5.0 139.7 6.8 6 3.50 12.0 5.50 11.2 5.50 15.2 88.9 5.4 139.7 5.1 139.7 6.9 4.25 23.0 6.88 23.4 6.88 31.2 108.0 10.4 174.8 10.6 174.8 14.2 Note: Figure 510S and 519S fittings are special short radius fittings With smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there may he interferences at the hoff pads which requires repositioning st the coupling orientation. The ascot flange adapters Is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. Figure 250 Cast to E 9- Figure 350 Fabricated Sizes 3" to 6" j. - Eto -W Figure 350 Fabricated Sizes 8" to 12" Pi )e Nominal Dimensions Net O.D. Takeout Center to End Size Outlet Wt. A B C D Inches NPT* Inches Inches Inches Inches Lbs. Inches mm mm mm mm Kg. 1.25 1.75 1.89 0.77 31.8 44.5 48.0 0.3 34 1.25 1.75 1.89 0.77 11/2 1.900 48.3 31.8 44.5 48.0 0.3 1 1.37 2.00 2.02 0.88 34.8 50.8 51.3 0.4 1.25 1.75 1.89 0.92 31.8 44.5 48.0 0.4 14 1.25 1.75 1.89 0.92 2 2.375 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 1/2 1.47 1.97 1.89 1.28 37.3 50.0 48.0 0.6 3/4 1.97 1.89 1.28 21/2 73.0 50.0 48.0 0.6 1 2.875 H34.8 2.00 2.02 1.50 50.8 51.3 0.7 1 L Page 4 of 6 TFP181O Figures 250 and 350 Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. *2 X 1114 63.5 2.50 1.0 0.5 139.7 x 3.50 86.9 4.2 1.9 *6 x 4.00 101.6 5.8 2.6 2.50 1.3 3.50 4.4 5.00 12.2 *2 x 1½ 63.5 0.6 "1397 x 88.9 2.0 8 x 2 127.0 5.5 *21/2x 2 2.50 1.2 5x1½ 3.50 4.6 8x2½ 5.00 12.1 63.5 0.5 88.9 2.1 127.0 5.5 2.50 1.5 3.50 4.6 5.00 12.0 "76.1 x 1½ 63.5 0.7 5 x 2 88.9 2.1 8 x 127.0 5.5 "76.1 mm x 2 2.50 63.5 1.6 0.8 5 X 21/ 3.50 88.9 4.5 2.0 8 x 4 5.00 127.0 11.9 5.4 3X1V4 2.50 1.3 5x3 3.50 4.4 8x5 5.00 11.3 63.5 0.6 88.9 2.0 127.0 5.1 3 x 1½ 2.50 1.3 * 5 x 3.50 4.5 8 x 6 5.00 10.8 63.5 0.6 88.9 2.0 127.0 4.9 2.50 1.3 4.00 5.5 6.00 21.9 "3x2 63.5 0.6 "1651x3 101.6 2.5 10x4 152.4 10.0 *3 x 2½ 3.00 76.2 1.5 0.7 101.6 *165.1..X4 4.00 6.0 2.7 10x5 6.00 152.4 21.6 9.8 3.00 2.0 4.00 5.6 6.00 21.1 "3X76.lwm 76.2 0.9 "1651 x1397 101.6 2.5 10x6 152.4 9.6 4x 11/4 3.00 76.2 2.2 1.0 *6 x 2 4.00 101.6 6.0 2.7 10x8 6.00 152.4 19.5 8.9 3.00 2.3 4.00 6.0 7.00 28.0 4x1½ 76.2 1.0 6 x 2½ 101.6 2.7 12x4 177.8 12.7 3.00 2.3 4.00 6.0 7.00 30.0 "4x2 76.2 1.0 " 6X76.1,m,, 101.6 2.7 12x6 177.8 13.6 "4 x 2½ 3.00 2.3 6 x 4.00 6.0 12 x 8 7.00 28.0 76.2 1.0 101.6 2.7 177.8 12.7 "4 X 76.1mm 3.00 76.2 3.2 1.5 "6 X 4 4.00 101.6 5.9 2.7 12 x 10 7.00 177.8 33.0 15.0 3.00 2.6 4.00 6.3 x 76.2 1.2 *6 X 139.7mm 101.6 2.9 Note: sizes marked with an asterisk (") are only available in Figure 250 Cast. Sizes without an asterisk are only available in Figure 350 Fabricated. Patented ISO-7 threaded outlets are available upon request. Page 5 of 6 to E____o.1 Figure CtoE 313 E to E Figure 393 Figure 391 E to E -ø.. Figure 392 -EIiIiJll- - Figure 312 Figures 391, 392, 393, 312 and 313 Figures 391, Figure 312 Figure 313 392 and 393 221/20 Elbow 111/40 Elbow Adapter Nipples Nominal E to E Appx. Wt. C to E Appx. Wt. CtoE Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg. mm Kg. mm Kg. 11/40 4.00 0.8 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 0.2 11/2"101.6 4.00 0.9 1.75 0.5 1.38 0.5 0.4 44.5 0.2 35.1 0.2 2" 4.00 1.2 1.88 0.6 1.38 0.6 101.6 0.5 47.8 0.3 35.1 0.3 21/2" 4.00 1.9 2.00 0.7 1.50 1.1 101.6 0.9 50.8 0.3 38.1 0.5 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 57.2 0.6 38.1 0.5 40 6.00 5.5 2.63 2.4 1.75 2.2 152.4 2.5 66.8 1.1 44.5 1.0 6.00 7.4 2.88 4.1 2.00 3.3 152.4 3.4 73.2 1.9 50.8 1.5 6' 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 79.5 2.5 50.8 2.1 8" 6.00 14.2 3.88 11.1 2.00 8.7 152.4 6.4 98.6 5.0 50.8 3.9 10 8.00 27.0 4.38 14.0 2.13 9.1 203.2 12.2 11.3 6.4 54.1 4.1 12' 8.00 33.0 4.88 22.0 2.25 16.7 203.2 15.0 124.0 10.0 572 7.6 TFP181O Figure 327 Figures 327 and 341 I Ij. EtoE Figure 341 Figure 327 Figure 341 Cross 150 lbs. Flange Adapter Nominal C to E Appx. Wt. E to E Appx. Wt. Size nches Lbs. Inches Lbs. mm kg. mm kg. 11/40 2.75 2.0 4.00 2.8 69.6 0.9 101.6 1.3 1/2" 2.75 2.2 4.00 3.2 69.9 2.0 101.6 1.5 2" 3.25 2.7 4.0 5.2 82.6 1.2 101.6 2.4 21/2" 3.75 5.0 4.00 80 95.3 2.3 101.6 3.6 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 127.0 5.4 152.4 7.8 5.50 17.1 6.00 21.4 139.7 7.8 152.4 9.7 6" 6.50 27.5 6.00 26.0 165.1 12.5 152.4 11.8 80 7.75 47.0 6.00 38.4 196.9 1 21.3 152.4 174 9.00 68.0 8.00 65.0 101,228.6 30.8 203.2 29.5 120 10.00 107.0 8.00 91.0 254.0 48.5 203.2 41.3 Page 6 of 6 TFP 1810 Figure 321 F- C to E -.. CLE Figure 321 Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. 11/2 X 11/2 x 11/4 3.25 2.0 6x6x4 6.50 26.6 82.6 0.9 165.1 12.1 2 x 2 x 11/2 3.25 2.7 6x6x5 6.50 27.0 82.6 1.2 165.1 12.2 21/2 x 21/2 x 1I/4 3.75 4.2 8x8x2 7.75 36.2 95.3 1.9 196.9 16.4 2½x2½x 1½ 3.75 4.2 8x8x3 7.75 36.5 95.3 1.9 196.9 16.6 21/2 x 21/2 x 2 8x8x4 7.75 36.6 95.3 2.0 196.9 16.6 3 x 3 x 11/2 4.25 5.3 8x8x5 7.75 36.8 108.0 2.4 196.9 16.7 3x3x2 4.25 5.5 8x8x6 7.75 37.0 108.0 2.5 196.9 16.8 3x3x2½ 4.25 5.8 lOx lOx 2 9.00 57.1 108.0 2.6 228.6 25.9 4 x 4 x 11/4 5.00 9.8 lOx 10 x3 9.00 57.4 127.0 4.4 228.6 26.0 4 x 4 x 11/2 5.00 9.9 lOx lOx 4 9.00 57.6 127.0 4.5 228.6 26.1 4x4x2 5.00 10.1 10x 10x5 9.00 57.8 127.0 4.6 228.6 26.2 4 x 4 x 21/2 5.00 10.3 10x 10x6 9.00 58.0 127.0 4.7 ___________ 228.6 26.3 4x4x3 5.00 10.5 lOx lOx 8 9.00 58.4 127.0 4.8 228.6 26.5 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6.6 254.0 36.4 5 x 5 x 21/2 5.50 14.8 12x 12 x 4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12x12x5 10.00 80.7 139.7 6.9 254.0 36.6 s x 5 x 4 5.50 15.8 12x 12 x 6 10.00 80.9 139.7 7.2 254.0 36.7 6x6x2 6.50 26.5 12x12x8 10.00 91.4 165.1 11.9 254.0 41.5 6 x 6 x 21/2 6.50 26.5 12 x 12 x 10 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions 9001 (11-1-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. t1lCe Fire & Building liProducts Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 705 Flexible Coupling General Description [vds] D SeeU L C Fire Protection Submittal Sheet for FM Pressure Rating and Listing/Approval Information The Figure 705 Flexible Coupling is capable of pressures up to 300 psig (2068 kPa) depending on pipe size and wall thickness when used in fire protection services. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. Rigid Couplings are recommended for dry pipe and freezer applications. WARNING The Figure 705 Flexible Coupling described he rein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any otherauthorities ha ving jurisdiction. Failure to do so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershould be contacted with any questions. Technical Data Figure: 705 Sizes: 1%"- 12" Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing /Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade 'A" EPDMA violet color code ambientto +150°F (+660C) forfire protection systems. Not recommended for hot water systems. Tr-seal (Grade "E" EPDM), green colorcode. Prelubricated (Grade "A" EPDMA) (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specifythe quantity, figure number, type of gasket, Grade "A" EPDMA, Prelubnicated (Grade "A" EPDMA) or Grade 'E" EPDM Tr-Seal, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid forand properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/orthe standards of any otherAuthorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assumeforit, any otherobligation in connection with the sale of products or parts of products. Tyco Fire Prod uctsshallnotbe responsibleforsprinklersystem design errors onmnaccurateorincomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCO FIRE PRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MAOEINUEU OF ANYAND ALL OTHER WARRAWilES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A Page 1 of 2 July 2004 TFPI820 Page 2of2 TFP1820 Figure 705 Grooved Coupling Pipe Max. 0j End Gap Max.t Pressure Max.t End load Nominal Dimensions Deflection t B ° It Net Wt. O.D. A B C Inches! er Si ze** Size Inches Inches psi Lbs. Inches Inches Inches Foot Lbs. Coupling Dia. x Lg. MM mm kPa N mm mm mm mm/rn Kg. 1.660 0.13 300 649 2.56 4.19 1.81 0.90 /8° x 21/4 -:1T -. 1 1 /4 40 - 19 42.4 3.3 2,068 2,887 65.0 106.4 46.0 75.0 M10 x 57 0.7 1/2 1.900 0.13 300 850 2.75 4.44 1.81 30 46' 0.79 3/8'x21/4 ' T 48.3 3.3 2,068 3,781 69.9 112.8 46.0 - 65.8 M10x57 0.7 2 2.375 0.13 300 1,328 3.25 4.88 1.88 3° 1 0.63 /8° X21/4" 1.7 60.3 3.3 2,068 5,907 82.6 124.0 47.8 - 52.5 M10 x 57 0.8 2.875 0.13 300 1,947 3.69 5.50 1.88 0.52 /8" x 21/4 2/2 2° - 29 73.0 3.3 2,068 8,660 93.7 139.7 47.8 43.3 M10 x 57 0.9 76.1 mm 3.000 0.13 300 2,120 4.00 5.75 1.88 0 2 -23 0.50 M12x76 3.1 76.1 3.3 2,068 9,430 101.6 146.1 47.8 417 1.4 3.500 0.13 300 2,885 4.38 6.50 1. - 88 2° 3 0.43 1/20 x 3" 30 88.9 3.3 2,068 12,832 111.3 165.1 47.8 35.8 M12x76 1.4 4.250 0.25 300 4,256 5.50 7.50 2.06 0.70 4.2 108.0mm 3 -22 M12x76 108.0 6.4 2,068 18,931 139.7 190.5 52.3 58.3 1.9 4.500 0.25 300 4,769 5.69 7.75 2.06 0.67 l/2 n x 3" 4.0 30 11' 114.3 6.4 2,068 21,213 144.5 1 196.9 52.3 55.8 M12 76 1.8 133.0mm 5.250 0.25 300 6,494 6.56 9.50 2.06 2 44, 0.56 7.2 133.0 6.4 2,068 28,885 166.6 241.3 52.3 467 M16 X 83 3.3 139.7mm 5.500 0.25 300 7,127 6.81 9.75 2.06 20 -36 0.56 M16x83 7.2 139.7 6.4 2,068 31,701 173.0 247.7 52.3 46.7 3.3 5.563 0.25 300 7,288 6.88 9.75 2.06 0.54 /8' x 31/4' 7.0 2° 35 141.3 6.4 2,068 32,417 174.81 247.7 52.3 - 45.0 M16x83 3.2 159.0mm 6.250 0.25 300 9,204 7.56 10.31 2.06 2 17, 0.48 M16 x 83 3.4 7.4 159.0 6.4 2,068 40,939 192.0 261.9 52.3 40.0 165.1 mm 6.500 0.25 300 9,950 7.75 10.69 2.06 , 2 - 12 0.46 M16 X 83 7.1 165.1 6.4 2,068 44,258 196.9 271.5 52.3 38.3 3.2 6" 6.625 0.25 300 10,336 7.94 10.69 2.06 2° 10' 0.45 5!e" x3V4" 7.1 168.3 6.4 2,068 45,975 201.7 271.5 52.3 - 37.5 M16x83 3.2 216.3mm 8.500 0.25 300 17,024 10.07 13.50 2.31 10 - 40 0.35 M20 x 121 12.4 216.3 6.4 2,068 75,723 255.8 342.9 58.7 29.2 56 8.625 0.25 300 17,519 10.19 13.56 2.50 0.35 3/4" X43/4" 14.5 8 10 40' 219.1 6.4 2,068 77,925 258.8 344.4 63.5 - 29.2 M20 x 121 6.6 10.750 0.25 250 22,679 12.69 16.38 2.63 0.28 lx 6V2' 28.0 10.1 273.0 1° 20' 6.4 1,724 100,876 322.3 416.1 66.8 - 23.3 1 M24 x 165 12.7 12 12.750 0.25 250 31,903 14.94 18.88 2.63 1° 7' 0.23 1" x6V2' 36.5 323.9 6.4 1,724 141,905 379.5 479.6 66.8 - 19.2 M24 1651 16.6 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. Gold color coded metric bolt sizes are available upon request. j Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be ½ that of cut grooved. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 instructions (11-1-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. tqC0 F & Building IProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 772 Rigid Coupling - Patented General Description i-'ressure hating ano Listing/Approval Information The Figure 772 Rigid Coupling provides a rigid joint by firmly gripping along the circumference of the pipe grooves. Rigid couplings are preferred for dry pipe and freezer applications. Figure 772 Rigid Couplings are a proven dependable method of joining pipe and are an economical aftemative to welding, threading or using flanges. It is capable of pressures upto 500 psig (3447 kPa) depending on pipe size and wall thickness when used in fire protection services. Rigid Couplings are recommended for dry pipe and freezer applications. WARNING The Figure 772 Rigid Coupling described herein must be installed and maintained in compliance with thisdocumenaswellaswiththeapplicablestandards of the NationalFireProtectionAssociation, inaddition to the standards of any other authorities having jurisdiction. Failure to do so may impair the peilormance alibis device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershouldbecontactedwithany questions. Technical Data Figure: 772 Sizes: 11/4 - 12" Approvals: UL, FM, (JLC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing / Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire brigade red (optional) non-lead paint Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi/758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) Grade "A" EPDMA violet color code ambientto +150°F (+66°C)forfire protection systems. Not recommended for hot water systems. Tr-seal (Grade "E" EPDM), green color code for use in dry pipe or freezer systems. Prelubricated (Grade 'A" EPDMA) (See Data Sheet 1FP1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specifythe quantity, figure number, type of gasket, Grade "A" EPOMA, Prelubricated (Grade "A" EPDMA) or Grade "E" EPDM Tr-Seal, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and intemationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solelytotheonginal Buyerforten (10)years agamnstdefectsinmaterialandworkmanshipwhenpaid forand properly installed and maintained under normal use and service. Thiswarrantywillexpireten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured bycompaniesnotafflliatedbyownership withTycoFlrePmductsorforproductsandcomponents which havebensubjecttomisuse,impropeninstallation, corrosion, orwhich have notbeen installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any otherAuthonities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neitherassumes, norauthorizes any person toassumefonit, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDERANYOTHERLEGALTHEORY, FOR INCIDENTAL INDIRECT, SPECIALOR CONSEQUENTIALDNvIAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. 1JIE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WAPAJ1T1ES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PAR1IcI1ARPURF1SE. Page 1 of 2 July 2004 TFPI85O Page 20f 2 TFP1850 Figure 772 Grooved Coupling Pipe Max.*1 End Gap Max.t Pressure Max.t End Load Nominal Dimensions Bolt Net Wt. O.D. A B C Size** Size Inches Inches psi Lbs. Inches Inches Inches Lbs. Da.x g. mm mm kPa N mm mm mm Kg. 11/4" 1.660 0.06 300 649 2.75 4.38 1.81 %' x2¼" 1.0 42.4 1.5 2,068 2,887 69.9 111.3 46.0 M10x57 0.5 1 1/2 1.900 0.08 500 1,417 3.00 4.62 1.81 %"x2¼" 1.0 48.3 2.0 3,447 6,303 762 1173 46.0 M10x57 0.5 2" 2.375 0.13 500 2,214 3.41 5.12 1.88 3/s"x21/4" 1.5 60.3 3.3 3,447 9,848 86.6 130.0 47.8 MiD x 57 0.7 21/2 2.875 0.13 500 3,244 3.91 5.63 1.88 % x 2/" 2.5 73.0 3.3 1 3,447 14,430 99.3 1430 47.8 M10x57 1.1 76.1 mm 3.000 0.13 300 2,120 4.19 5.72 2.00 M10x57 2.6 76.1 3.3 2,068 9,430 106.4 1453 50.8 1.2 30 3.500 0.13 500 4,808 4.63 6.25 1.88 %" x 21/4 2.6 88.9 3.3 3,447 21,387 117.6 158.8 47.8 M10x57 1.2 4* 4.500 0.19 500 7,948 5.81 7.50 1.97 3/8"x2'/4" 3.5 114.3 4.8 3,447 35,353 147.6 190.5 50.0 M10x57 1.6 139.7mm 5.500 0.19 300 7,127 7.02 9.72 2.06 M16x83 7.5 139.7 4.8 2,068 31,701 178.3 246.9 52.3 3.4 50 5.563 0.19 300 7,288 7.09 1 180.1 9.71 2.04 %" x 31/4" 7•5 141.3 4.8 2,068 32,417 246.6 51.8 M16x83 3.4 165.1mm 6.500 0.19 300 9,950 8.09 10.53 2.13 M16x83 7.6 165.1 4.8 2,068 44,258 205.5 267.5 54.1 3.4 6" 6.625 0.19 400 13,782 8.09 10.53 2.13 %" x 31/40 7.6 168.3 4.8 2,758 61,302 205.5 267.5 54.1 M16x83 3.4 8" 8.625 0.19 450 26,278 10.56 13.56 2.62 %"x4%" 18.0 219.1 4.8 3,103 116,885 268.2 344.4 66.5 M20 x 121 82 10" 10.750 0.13 250 22,679 12.84 16.41 2.62 1" x6½' 24.6 273.0 3.3 1,724 100,876 326.1 416.8 66.5 M24 x 165 11.2 12" 1 12.750 0.13 250 31,903 15.41 18.84 2.62 1"x61/2" 42.0 323.9 3.3 1,724 141,905 391.4 478.5 66.5 M24 165 19.1 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. Gold color coded metric bolt sizes are available upon request. Max End Gap is for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. Figure 772 Rigid Couplings have an Anti-Rotation Feature of "gripping teeth" along the coupling keys in sizes 11/4" -4", which make the Figure 772 perfectly suited for "arm over" installations where the likelihood of rotation is greatest. This feature may eliminate the need of extra hangers to support the arm over due to increased rigidity and gripping force saving time and cost. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (11-1-1000). Never remove any piping component or corrector modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. ( I I - 6L ' 2. i t DynamThread 0 Full Line Sch-40 Replacement Dyna-Thread offers the life expectancy of Sch40 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. 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 (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread 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 (CRR= 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 Sch-40 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 40lDyna- 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). f!Specificati ons NPS Nominal I.D. Wt. WI. (H20 Filled) Pc Wt/Lift (21') WI/Lift (24') WI/Lilt (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg ill 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 14 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 1081 14 1.639 2.290 3.22 44 2115 2418 2519 40 41.6 3.4 4.79 44 959 1097 1143 2 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 allied 16100 S. Lathrop • Harvey, IL 60426 Customer Service: t1ICO allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 a vital part of your world TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S3 -3 I 4 Dyna-Flow® High Strength Steel Pipe The original high-strength lightwall sprinkler pipe with hydraulics superior to Schedule-10. 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 UPS Nominal I.D. WI. WI. (H20 Filled) Pc Wt/Lift (21') WI/Lift (24') WI/Lift (25') In; mm In; mm Lbs/Ft; Kg/rn Lbs/Ft; Kg/rn Lift Lbs; Kg Lbs; Kg Lbs; Kg 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 11/2" 1.728 1.667 2.71 61 2,135 2,440 2,542 40 43.9 2.5 4.03 61 968 1107 1153 2.203 2.104 3.79 37 1,634 1,868 1,946 50 56.0 3.1 5.64 37 741 847 883 21/2' 2.703 2.564 5.10 30 1,615 1,846 1,923 65 68.7 3.8 7.59 30 733 837 872 3' 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" 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 Dyna 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. tqcci a vital part of your world 16100 S. Lathrop • Harvey, IL 60426 Customer Service: ' allied 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S2 -3 Threaded Fittings Tyco Fire Products --- www.tyco-grooved.com EENTRAL 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 --- USA _____ Customer Service/Sales: Tel: (215) 362-0700 / Fax: (215) 362-5385 Grooved Piping Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 General ID Description ® See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Ductile Iron threaded fittings (with the exception of California Tees and Street Elbows) conform to ANSI B16.3. They are higher in strength and more corrosion resistant than cast iron fittings. The additional strength is provided by the ductile properties making up the fitting. This is accomplished by adding magnesium while the iron is being poured into it 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: Installers who have not used ductile iron threaded fittings before should be instructed that the fittings are stronger than the pipe and over- tightening the fitting can create leaks and cause damage to pipe threads. In general, there is about one-half turn difference between cast iron and ductile iron fittings. Apply Teflon tape or high quality pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. If you are using an automatic make-on machine, please exercise caution in setting your machine to the proper parameters prior to tightening fittings onto the male pipe threads. Technical Data Figures: 811, 812, 813, 814, 815, 816, 817, 818, 820, 825, 827, 830, 719, California Tees, and Street Elbows Sizes: 1I2' - 21/2" Maximum Working Pressure: 800 Series, California Tees, and Street Elbows: 300 psi Figure 719: 250 psi Approvals: UL, and FM Note: See Fire Protection Submittal Sheet for exact Listing/Approval information. Manufacture Source: Imported Material: Ductile Iron, conforming to ANSI B16.3 (Note: Figure 719 Plugs are constructed of Cast Iron) Thread: N.P.T. r3 Installation Apply Teflon Tape or high quality pipe joint compound on the male pipe threads and tighten two to three turns beyond hand tight. (See caution in first column) fl Ordering Procedure Ordering information: When placing an order, indicate the full product name. Please specify the quantity, figure number and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, though a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and 11 Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. No. 21-3.0 Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 1/2 11/8 /I6 86206 0.24 240 3/4 1/16 3/4 86205 0.40 120 1 11/2 13/16 86200 0.64 70 l/4 1/4 1 11/16 86201 0.95 40 11/2 115/16 1/16 86202 1.24 30 2 21/4 11/2 86203 1.74 20 21/2 211/16 1/16 86204 3.28 10 Figure 811 90° Elbow flA7 F-çi+:9j PrH4 Figure 815 Reducing Tee -2- Size Inches A Inches B Inches C Inches D Inches E Inches F Inches Part Number Wt. Lbs. Box Qty. 3/4 x3/4 x1/2 1/16 1/16 11/4 /8 /8 11/16 86235 0.46 95 3/4 x 3/4 x 1 1 /16 1 li€ 1/8 /8 /8 11/16 86755 0.68 65 1 XV2X1 11/2 1/8 11/2 13/16 13/16 13/18 86236 0.70 55 1 x 3/4 x 1/2 11/4 1 13/ 16 13/8 /16 5/4 13/1e 86756 0.63 80 1x3/4x 3/4 1/8 1/16 1/16 11/16 3/4 7/ 86757 0.68 65 1 x3/4 x 1 11/2 1/16 11/2 13/16 7/5 13/16 86237 0.771 55 1 X 1 X 1/2 11/4 11/4 13/8 /16 /16 13/16 86238 0.66 65 1x1X3/4 1/8 1/8 1/16 11/16 11/16 7/ 86239 0.73 60 1 x 1 x 11/4 111/16 111/16 19/16 1 1 7/ 86240 0.97 45 lxix 11/2 113/16 113/16 1/8 11/8 11/8 /8 86241 1.14 35 11/4 x1 x1/2 115/16 11/4 1/16 /8 /16 1 86242 0.81 50 11/4 x1x3/4 1/16 1/8 1/8 3/4 11/16 11/16 86243 1 0.901 50 11/4 x1x1 1/16 11/2 111/16 7/ 13/16 1 86244 1.03 45 11/4X 1 xl 1/4 1/4 111/16 1/4 11/16 1 11/16 86245 1.10 40 1114X1 x11/2 17/8. 113/16 113/16 1/16 11/5 11/16 86246 1.43 30 11/4x 11/4 x1/2 13/8 13 /8 19/16 11/16 11/16 1 86247 0.87 45 11/4x11/4x3/4 1/16 1/16 1/s 3/4 3/4 11/18 86248 0.96 45 11/4X11/4X1 1/16 1/16 111/16 7/ 7/ 1 86249 1 1.101 40 1V4x1V4x1V2 1/s 1/s 113/16 113/16 113/16 11/16 86250 1.50 30 11/4x11/4x2 21/8 21/8 2 1/16 1/16 11/s 86251 2.00 24 11/2 xix 1/2 1/16 1/16 111/16 11/16 5/ 11/s 86252 0.97 40 11/2X1X3/4 11/2 1/8 1/4 3/4 11/16 1/16 86253 1.14 40 11/2 x lxi 1/8 11/2 113/16 /8 13/16 U/8 86254 1.14 30 11/2x1 x1V2 115/16 113/16 115/16 1/16 11/8 1/16 186255 1.52 30 V/2xiV4x1/2 1/16 1/16 111/16 11/16 5/ il/s 86257 1.03 40 11/2 x11/4x3/4 11/2 1/16 1/4 3/4 3/4 13/16 86258 1.10 40 11/2xiV4x1 1/8 is/ia j 113/16 j 7/ 7/ 11/8 86259 1.31 30 11/2x11/4x2 2/16 21/s 2 1/16 1/16 11/4 86260 1.94 20 11/2 x11/2x1/2 17/16 1/I6 111/16 11/16 11/16 11/8 86261 1.14 35 i1/2x11/2x3/4 11/2 11/2 1/4 3/4 3/4 1/16 86262 1.23 35 11/2 xi 1/2 xi la/s i /a 113/16 /8 7/ 11/8 86263 1.38 30 11/2x11/2x11/4 113/16 113/16 17/8 11/16 i1/16 i/16 86264 1.50 30 11/2 x11/2x2 2/I6 2/is 1 2 1 17/16 17/16 11/4 86265 2.001 20 2x1x2 21/4 2 1 21/4 1 11/2 1/16 11/2 86266 2.18 15 2x11/4X2 21/4 21/8 21/4 11/2 1/16 11/2 86267 2.31 15 2 xl 1/2 x 1/2 11/2 1 /16 1/8 3/4 11/16 1 1 s/is 86268 1.50 30 2x 11/2x3/4 1/8 11/2 115/16 7/ 3/4 13/s 86269 1.61 25 2x11/2x1 1/4 15/8 2 1 7/ 1/16 86270 1.65 20 2x11/2x11/2 21/16 115/16 2/16 1/i 1/1 1/16 86272 1 2.031 20 2x11/2x2 21/4 2/16 21/4 11/2 1/16 11/2 86273 2.37 15 2x2x1/2 11/2 11/2 17/s 3/4 3/4 1/16 86222 1.50 30 2x2x3/4 15/s 15/s 115/16 7/ 7/ 1 13/8 86223 1.67 20 2x2x1 1/4 i/4 2 1 1 1/16 86224 1.91 20 2 x 2 x 11/4 V/s 17/s 21/s 11/8 i Vs 1 /16 86225 2.05 20 2 x 2 x 11/2 2 2 2/16 11/4 11/4 11/2 86226 2.11 15 2x2x21/2 25/8 2/8 2/s 1/4 1/8 i'/is 86227 3.67 10 21/2 x2x3/4 1/4 1 15/s 2/16 5/ 7/ 1/4 86274 2.22 15 Figure 812 900 Reducing Elbow Size Inches A Inches B Inches C Inches 0 Inches Part Number Weight Lbs. Box Qty. 3/4 x 1/2 1/16 1/16 5/ 5/ 86342 0.33 160 1 X 1/2 11/4 1/ /16 13/16 86210 0.44 110 1 X 314 1/s 1/16 11/16 /8 86211 0.53 90 11/4 X 1/2 1/16 11/2 5/ 15/16 86212 0.64 75 11/4 X 3/4 1/18 1/8 3/4 11/16 86213 0.75 60 11/4 X 1 1/16 111/16 7/ 1 86214 0.77 55 11/2X3/4 11/2 1/4 3/4 1/16 86221 0.95 45 11/2X 1 1/8 113/16 7/ 11/8 86215 0.99 40 11/2 x 11/4 113/16 1/8 11/8 1/16 86216 1.14 35 2x 3/4 1/8 115/16 7/ 1/e 86217 1.39 30 2 x 1 1/4 21/16 2 1/16 86218 1.58 25 2 X 11/2 2 2/16 11/4 1/16 86220 1.67 20 21/2 x 2 2/8 2/s 11/4 17/8 86262 3.01 15 Size Inches A Inches B Inches Part Number Weight Lbs. Box Qty. 1/2 7/ 3/ 86780 0.22 250 3/4 1 /16 86781 0.33 150 1 11/8 13/16 86280 0.48 90 11/4 1/16 5/ 86281 0.73 50 11/2 1l16 11/16 86282 0.93 35 2 111/16 15/16 86283 1.55 18 21/2 115/16 1 86782 2.70 12 Size Inches A Inches B Inches Part Number Weight Lbs. Box Oty. 1/2 11/8 /16 86340 0.33 150 3/4 1/16 3/4 86341 0.50 90 1 11/2 13/16 86230 0.85 60 11/4 i/4 11/16 86231 1.30 35 11/2 115/16 1 3/16 86232 1.63 24 2 21/4 11/2 86233 2.63 12 21/2 211/16 1/16 86234 4.55 8 Figure 813 45° Elbow Figure 814 Tee Size Inches A Inches B Inches Part Number Weight Lbs. Box Oty. 3/4 x 1/2 l/4 hh/16 86772 0.38 240 I X /2 111/16 1/2 86228 0.38 200 1 X 3/4 1/4 1/2 86229 0.53 110 Figure 825 Extension Piece Size Inches A Inches Part Number Weight Lbs. Box Qty. 1/2 X 1'/2 11/2 72751 0.20 300 1/2 x 2 2 72980 0.27 250 3/4 x 11/2 11/2 72981 0.22 250 3/72 1 -21-7298-7-631 0.31 200 Figure 816 Reducing Coupling A -i: AT Figure 817 - - I Cross c - Figure 827 Hex Bushing --- Size Inches A Inches B Inches C Inches D Inches Part Number Weight Lbs. Box Qty. 1 11/2 11/2 13/16 13/16 86284 0.97 45 lh/4 1/4 13/4 11/16 11/16 86285 1.59 25 11/2 115/16 1 5/16 1/16 1/16 86286 1.89 20 2 21/4 1 21/4 11/2 1 11/2 1 86287 1 2.93 10 11/4 x 11/4 X 1 x 1 111/16 1 /16 1 /8 86289 1.25 30 11/2XU/2X1X1 113/16 1/8 11/16 115/16 86322 1.48 24 2x2xlx1 2 1/4 11/4 11/16 86291 2.64 10 Size Inches A Inches Part Number Weight Lbs. Box Oty. 1 X 1/2 11/16 72726 0.22 280 1 x3/4 11/16 72762 0.18 280 11/4 x 1 1/16 72763 0.31 150 11/2 x 1 1 11/4 1 72757 0.53 1100 11/2x11/4 11/4 72764 0.35 100 2 x 1 1/e 72759 0.75 80 2 x 1114 1/8 72761 0.69 80 2 x 11/2 1/8 72775 0.62 80 Figure 818 Straight Coupling L I A Size Inches A Inches B Inches Part Number Wrench Weight Lbs. Box Qty. 1/2 1/8 /l6 72779 11/8 0.18 360 3/4 1/8 /16 72778 1/8 0.26 200 1 1/4 3/s 72755 111/16 0.44 110 11/4 2 /16 72754 2 0.54 75 11/2 2/16 3/4 72753 21/4 0.71 60 2 2/8 11/8 72752 2/4 1.15 30 21/2 3 3/4 72758 3/8 2.29 18 I Lff1J I-1. Figure 830 I I I 1 A Brass Seat Union 1 [i11i ii. Size Inches A Inches B Inches Part Number Weight Lbs. Box Oty. 1/2 1/8 13/16 86207 0.47 110 3/4 2 15/16 86275 0.66 80 1 2/16 13/16 86276 1.08 50 11/4 21/2 1 11/16 86277 1 1.54 1 35 11/2 2/8 1/is 86278 2.03 1 25 2 31/8 1/8 86279 3.15 1 18 Figure 820 Cap rrtT' A Size Inches A Inches Part Number Weight Lbs. Box Qty. 1/2 7/ 72776 0.15 500 3/4 1 72777 0.22 300 1 1/16 72824 0.33 180 11/4 1 1/16 72756 0.54 110 11/2 1/8 72822 0.68 80 2 11/2 72823 0.96 45 21/2 1/4 72825 1.80 25 Size Inches A Inches Part Number Weight Lbs. Box Qty. 1/2 15/16 86292 0.10 500 3/4 11/8 86293 0.18 300 1 11/4 86294 0.28 200 11/4 1/8 86295 0.50 110 11/2 1/16 86296 0.70 80 2 11/2 86297 0.90 45 Figure 719 Cast Iron Plug U.. - -3- Street Elbows m m California Tees P F L Size Inches A Inches B Inches C Inches Part Number Weight lbs. Box 1 X 1/2 11/2 3/4 3 42003 0.70 a 1 X 1 11/2 3/4 3 42002 0.90 - Size Inches A Inches B Inches C Inches D Inches Part Number Weight lbs. Box Oty. 1 X 1/2 x1 11/2 /8 3 3/4 42000 0.95 50 I X I X 1 11/2 3/4 3 3/4 42001 0.95 45 I ZLimited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OFANYAND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITYAND FITNESS FOR A PARTICULAR PURPOSE. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. tqCo/F/ow Control1' Tyco Fire Printed U.S A. 10-01 Products tqCD /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet Aff riapid response HOME FIRE SPRINKLER SYSTEM General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described 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. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to IH-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMaster is a registered trademark of Noveon IP Holding Corp. Pagel of 6 JANUARY, 2006 TFPI9I5 Page 2 of 6 TFPISI5 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. lbs .Ift. lbs/ft. PER LIFT lbs. 3/4 1.050' 0.874" 0.18 0.44 7875 1339 1.315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394' 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2.375" 2.003" 0.84 2.20 1260 1084 2-1/2" 2.875" 2.423' 1.26 3.26 1215 1531 3.500" 2.952" 1.87 4.83 720 1344 FIGURE 1— PIPE DIMENSIONS Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900, Rev. 0, January 2005 "Installation Instruction & Techni- cal Handbook". Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TFPI9IS Page 3 of 6 FITTING PART NOMINAL TAKE-OUT WEIGHT TYPE NUMBER NOMINAL SIZE MO)(lb.) CHD TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 11/16" 40 0.19 _______ 80002 1-1/4" 7/8" 40 0.26 80003 1-1/2" 1-1/16" 80 0.51 80004 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 T/O T/O 80006 1-13/16" 80 2.41 XxYxZ X Y Z 3/4"x3/4"xl" 3/4" 3/4" 5/8" 80132 40 0.14 80133 1"x3/4"x3/4" 9/16" 9/16" 3/4" 40 0.14 80134 1"x3/4"xl" 3/4" 11/16" 3/4" 40 0.17 80260 1"x 1"x3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4"xl"x3/4" 5/8" 5/8" 15/16" 40 0.21 80136 1-1/4"x1"x1" 3/4" 3/4" 15/16" 40 0.22 80137 1-114"xl"x1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4"x 1-1/4"x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x1-1/4"x1" 3/4" 3/4" 7/8" 40 0.26 80138 1-1/4"x1-1/4"x1-1/2" 1" 1" 1" 80 0.43 T/O 80140 1-1/2"xl-1/4"x3/4" 9/16" 9/16" 1" 80 0.36 80141 1-1/2"x1-1/4"x1" 9/16" 9/16" 1-1/16" 80 0.38 80263 80264 1-1/2"x1-1/2"x314" 1-1/2"x1-1/2"xl" 9/16" 9/16" 9/16" 9/16" 1" 1-1/16" 80 80 0.36 0.38 X yt 80275 1-1/2"x1-1/2"x1-1/4" 7/8" 7/8" 1" 80 0.45 T/O T/O 80265 2" x 2" x 3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2"x 2"x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2"x2"x1-1/4" 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2"x2"x1-1/2" 1-1/8" 1-1/8" 1-3/8" 80 0.78 80271 2-112"x2-1/2"x 1" 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2"x2-112"x 1-1/4" 1-9/16" 1-9/16" 1-9/16" 80 1.46 80273 2-1/2" x 2-1/2" x 1-1/2" 1-9/16" 1-9/16" 1-9/16" 80 1.48 Page 40f6 TFPI9I5 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T/O) (lb.) 45" ELBOW 80050 3/4" 3/8" 40 0.08 80051 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2" 80 0.31 80054 3/4" 80 0.56 T/O 80055 2-1/2" 13/16" 80 0.89 80056 1" 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING & 80076 1/8" 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 80078 1-1/2" 3/16" 80 0.25 80079 3/16" 80 0.38 80080 2-1/2" TTIO 1/4" 80 0.67 80081 3/16" 80 0.91 80220 1" x 3/4" 1/8" 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 80201 1-1/4"x3/4" 1/2" 40 0.11 80202 1-1/4"x 1" 5/16" 40 0.12 80203 1-1/2"x 3/4" 5/8" 80 0.16 80204 1-1/2"x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 1-1/2"x 1-1/4" 3/8" 80 0.17 80206 2"x3/4" 13/16" 80 0.27 80207 2"x 1" 11/16" 80 0.26 Lw 80208 2"x 1-1/4" 9/16" 80 0.24 80209 2"x 1-1/2" 7/16" 80 0.19 80215 2-1/2"x 1" 15/16" 80 0.42 80214 2-1/2"x 1-1/4" 13/16" 80 0.45 80213 2-1/2"x 1-1/2" 11/16" 80 0.46 80211 2-1/2"x2" 5/8" 80 0.29 80210 3"x2" 3/4" 80 0.72 80212 3" x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4" 5/16" 40 0.04 80101 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 80103 1-1/2" 11/16" 80 0.20 PL 80104 5/8" 80 0.31 80105 2-1/2" 7/8" 80 0.58 80106 1" 80 0.88 GROOVED T/O PIPE O.D. COUPLING ADAPTER 80160 1-1/4'x 1-1/4" Groove 2-5/16" 1-1/4" (1.660") 40 0.78 J 80161 1-1/2"x 1-1/2" Groove 2-5/16" 1-1/2" (1.900") 80 0.95 PIPE 80162 2" x 2" Groove 2-5/16" 2-(2.375-) 80 1.42 80163 2-1/2" x 2-1/2" Groove 2-5/16" 2-1/2" (2.875") 80 2.28 80164 3"x 3" Groove 2-1/4" 3'(3.500-) 80 3.00 TIO 80169 2-1/2" x 76,1 mm Groove 2-5/16" 76,1 mm (3.000") 80 2.28 TFPI9IS Page 50f6 Page 6of6 TFPI9I5 Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount c®ususTEo Size Range - 3/4' thru 2' CPVC pipe Material - Pre-Galvanized Steel Function - Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4 x 1 ' tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features - Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a ham- mer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. B A Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 25/1 1/32 1A6 51/2 5/16 9 1 2/8 1A6 1/16 6 5/16 9 11/4 3 11/2 13/16 61/2 5/16 11 11/2 31/4 1/8 1A6 7 5/16 12 2 311A6 127/32 1A6 8 5/16 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com / Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type Size Range - 3/4' thru 3" CPVC pipe Material - Pre-Galvanized Steel Function - Intended to perform as a hanger/restrainer to support CPVC piping used in automatic fire sprinkler systems. Fig. 23 can be installed on the top, bottom or side of a beam. The Fig. 23 also functions as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4 x 1 tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features - Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allowing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as instal- lation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and pipe size USTED * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. Dimensions • Weights CPVC Pipe Size A B C Max. Hanger Spacing (Ft.) Fastener Hex Head Size Approx. WtJ100 3/4 31/8 1M 1A6 51/2 5/16 9 1 33/8 111A6 1A6 6 5/16 9 11/4 4A6 2/32 1/l6 61/2 5/16 11 11/2 47/16 2/32 1A6 7 5/16 12 2 47/8 2/,6 1A6 8 5/16 15 21/2 10I32 211/16 1/16 9 5/16 22 3 11/8 3 1/16 10 5/16 25 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.folco.com Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Type C®US LISTED Size Range - 3/4' thru 2 CPVC pipe Material - Pre-Galvanized Steel Function - Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Figure 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to sup- port CPVC pipe from under a flat horizontal surface, such as a ceiling. For this type of installation, use the TOLCO® Fig. 23, Double Fastener Strap for CPVC Piping. Fig. 22, when inverted, with the hanger tab downward, can function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (1) 1/4 x 1' tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features - Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design pro- tects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw furnished with the product, this is the minimum size fastener acceptable. It is rec- ommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been know to result from installations using impact type tools. No pre-drilling of a pilot hole in wood is required. Finish - Pre-Galvanized Order By - Figure number and CPVC pipe size. Dimensions 'Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size WtJ100 3/4 27/1 1W16 16 51/2 5/16 9 1 211A6 17/16 1/16 6 5/16 9 jl/4 3Vie 1/8 1A6 61/2 5/16 11 11/2 35/16 13/4 16 7 5/16 12 2 33/4 21/8 1/16 8 5/16 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH; 951.737.5599 • FAX; 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com S S S S Approvals - (UL) (cUL) Order by - PATENT # 10446292 FIG.2Th (I) REQUIRED HIGH SIDE OF HANGER FIG.27N (2) REQUIRED H HANGER APPLICATION ANGER & RESTRAINT APPLICATION ui H 1-11G.28 '—FIG28 Dimensions • Weights Pipe Approx. Size A B C wt. Fig. 28 C®US UD "Stand-Off" Hanger & Restrainer for CPVC Plastic Pipe OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com S1,DEWINDERSTM Nut Driver Use#14SWN41DTier for Sidewinders and 1PZ Rod Sammys 1 . 1/4 6018957 4016 SWG 100 114X1 25 9.38 1/4". 8019957:. 300.: .SW0 14?: 25 3/8' 8020957 18 SWG 10 1/4 X 1 25 7.50 3/8 8021957 9 SWG20 1/4X2 25 875 3/8" 8022925 26 SWG 25-380 3/8 X 2-1/2 25 12.81 318': 8023925 .25. SWG 3O . 1/4X3:. 25 ..1&83 11 125 125. 125 1:25 125 .125 3/8' 8050957 39 SWO 10 1/4.14 X 25 7.50 125 Oteel 3/8 8Q51957 40 SWD 15 1/4 t4 Xl 1/2 25 938 525 Ped#8114910 Item # 101 3/ 8052957 41 SWD20 1/414X2 25 813 125 .80557 .,: 42 2,2 3/8" 6054957 46 SWDR 1-1/2 1/4-20X 1-1/2 25 9.06 125 805957 43 SWR 1 5/4.20 X 1 25 875 125 3/8" 8056957 44 SWOR 516 5/16-18X 1-1/4 25 10.31 125 :41K 4957957 . .45 ....... . 1 -241-1/2 ••:•.: :. 525... concrete .114'. 8062957 1900 SWC 200 •. 511$.X,t1/2 25, 938• :,:5. 3/8' 8061957 65 SWC20 5/18X1 1/2 25 938 125 Most Items Available in Stainless Steel lo Sammy Swivel Head App Part # Item # Model Screw Descriptions Box Weight Qty. (per 5)., Case Qty, \ \ U.S. Patent No. 17° deflection From vertical 1/4 x 2 6,443,680 Accommodates up to 8139957 4702 SH-GST20 114.2 25 9.38 125 3-1/2 x 12 pitch roof 8140957 4703 SH GSI 228$ 1/4 x 3 25 938 125 Also available in stainless steel ' 8141957 4704 SH-GST3O 1/4 x3 25 10.94 125 8142957 4705 SH-GST 3OSS 25 10 94 125 AV J . Use #14 Nut Driver (black) - 8137957 4700 SH-OSTR I 1/4-20x I 259.38 125 • 81389574701 SH.PSTR1.S.: '1/4-2O.2 ''a38 . SAMMY )('PRESSTh' lVectiy Patent Pending : ApprOvais S Han9 T etat Part # Item 1/ Model. b=ns (per 125) Qt ftorn-TtfinGauge II 25 10.3 125 22-20 8150922 500 XP 20' Sammy X-Pres:20 26 x1-1/9 18 -16 8153922 503 XP 35 261 10 ,3 125 Uninstalled . á• \ 8151910 501 XPIT Sammy X-Pressit 1 1.02 1 Installation Tool (Kit includes: Sleeve, Bit Receiver, Hex Wrench, and 25/64 Drill Bit) TM Installed 152910 O2 XPDB 25/84 Onhl Bit I 014 1 1/4" 8001957 20 GST.750 1/4x314 25 5.93 .1/4" 8002957 .21: ........ GST 100 ;:H..,:114 x l; 25 8.25:; 1/4 8003957 22 GST 200 114x2 25 8.13 1/4 8004957 23 GST 300 'N k,3 25 938 1/4" 800592524 GST 600 1!4x6 25 11.25 3/8' 8006957 10 GST.75 114x314 25 5.63 125 3/8 8007957 11 GST 10 1/4 xl 25 593 125 z 3/8" 8008957 12 GST 20 1/4x2 25 7.50 125 8009925 27 25 . 11.56 : : .125 . ..'' 3/8" 8010957 30 GST 30 114x3 25 8.75 125 80i1925•• :' GST 40• :.. '...... 25 10.00 3/8" 8012925 14 GST 60 1/4x6 25 11.25 125 1/2' 8013925 8 GST2 1/4X2 25 8.75 125 1/2 8014925 8 GS125-380 3/8X1tZ 25 1250 125 1/2' 8015925 15 GST3 1/4X3 25 13.13 125 1f2 8016925 16 GST4 1/4X4 25 1325 125 1/2" 8017925 17 GST6 1/4X6 25 13.69 125 A 125 125:. 125 125 125 SAMMYSTM Iteel 1/4" 8024957 50 DSTR 100 1/4-20X 1 25 7.81 125 1I4 8025957 51 DST 100 1/4-1.4X1 25 656 125 1/4" 8026957 52 DST 150 1/4-14X1-1/2 25 6.88 125 1/4 8027957 53 OS.T300 1/414X2 25 750 125 1/4" 8028957 54 DST 250 114-12X2-1/2 25 8.44 125 114".8029957 55 DSTSOO 11414X3 25 906 125 1/4" 8030957 56 TEK500 12-24X1-1/2 25 6.88 125 3/8" 8037957 29 DSTR 1-l/Z 12-24X 1-1/2 25 7.75 125 * 3/8 8O3697 30 DSTR 1 1/4 20 Xl 25 7 19 125 3/8" 8039957 31 DSTR 516 5/16-18X 1-1/4 25 7.06 125 3/8 8040957 32 DST l0 1/4-14X 1 25 594 125 3/8' 8041957 33 DST 15 1/4-14X1-1/2 25 6.56 125 318. 804295t 34 DST 20 004-X2... 2$ 688 125 3/8" 8043957 35 DST 25 1/4-14X2-1/2 25 7.81 125 .3/80 .. .8044957 36..... .:DST 36 . .i,4i4Xa..:. 3/8" 8045957 37 DST 516 5/16-18X 1-1/4 25 7.50 125 8046957 ....... 79.5: .. 1224*112 :25...I.,, 688........ .125 1/2" 8031925 601 DST 2.0 1/4-14X2 25 8.44 125 1/2" ;,;.8032925 ..fi•3 .!/l2. 25 9.06 . :125 1/2" 8033925 422 DSTR 1.0 1/4-201 25 6.25 125 1/2 034925 26 DSTR5I8 5/16-18X1 1(4 25 10.00, 125 1/2" 8035925 443 DST 5.16 5/16-18X 1-1(4 25 8.44 125 1/2 03692E 5 TEK5.D 1224X11/2:'....25 . . :7.50 125 concrete 40 . : 1/4" Ø58957 .CST 2p .5/16x1-1/2 5 .8.44 ......125' : 957: 8059 . . :6....... :, T2o ;,....5,i6x 1-1/2: :25 : ..:....:.81.:: 123 ....... lyzls. 925: 68': . CST' : ..161122 ,. 8.75 ... 125. Nut Driver Use #14 Nut Dtiu rSaiirr'sand Swivel Head a Part #8113910 Item #100 Fig. 200 - "Trimline" Adjustable Band Hanger C®US LISTED Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mu. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2') Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. (21h thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2' thru 8) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mu. Galvanized. For Stainless Steel materi- als, order TOLCOTM Fig. 200WON. Order By - Figure number and pipe size / fi /11 I 4/ /1 4 \\ Hi HI -iT I i, 1/2 THRU 2 INCH PIPE Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 31A 25A 400 11 3/4 3/8 8mm or 10mm 31A 21h 400 11 1 3/8 8mm or 10mm 33A 251 400 12 11/4 3/8 8mm or 10mm 33/4 27A 400 13 1½ 3/8 8mm or 10mm 37/s 27A 400 14 2 3/8 8mm or 10mm 41h 3 400 15 2½ 3/8 10mm 556 4½ 600 27 3 3/8 10mm 57A 4 600 29 3½ 3/8 10mm 73A 51/4 600 34 4 3/8 10mm 73A 5 1000 35 5 1/2 12mm 91A 61/4 1250 66 6 1/2 12mm 101/8 63/4 1250 73 8 1/2 12mm 131/8 83/4 1250 136 D OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879. P1-I: 951.737.5599 • FAX: 951737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com c®us USTEO Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2" pipe. Material - Steel Function - Designed to be used in conjunction with TOLCOTM Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the bank hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association (NFPA 13, 1999 Edition), 6-2.3.3, 6-2.3.4 and A-6i-2.3.3 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed iiiy when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 II OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 PH: 951.737.5599. FAX 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 113 - Standard Hex Nut Size Range - Sizel/4" thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions 'Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wt.iioo 1/4 5/16 3/8 7/16 1/2 9/16 1/2 37/64 21/32 7/32 17/64 21/64 .7 1.1 1.6 1/2 3/4 55/64 7/16 3.7 5/8 15/16 1/32 35/64 7.3 3/4 1 1/8 1/m 41/64 12.0 7/8 1/16 1/ 3/4 19.0 1 11/2 1/4 55/64 28.0 1/4 1/8 211/M 11/16 54.0 1/2 2/4 219/32 1/32 94.0 Fig. 115 - Flat Washer Size Range - Sizel/4 thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish / Dimensions • Weights Rod Size Outside Diameter Approx. Wt./100 1/4 3/4 .7 5/16 1 1.5 3/8 11/8 3.9 1/2 1/4 7.7 5/8 1/16 7.3 3/4 2 11.0 7/8 21/4 19.0 1 2/4 22.0 1/4 3 26.0 1/2 3/3 39.0 Fig. 114 - Heavy Hex Nut Size Range - Sizel/4" thru 11/2 Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. F,...,. ". Dimensions • Weights Width Width Rod Across Across Approx. Size Flats Points Thickness wt./i00 1/4 1/2 37/64 15/64 1.2 5/16 9/16 21/32 19/64 1.7 3/8 11/16 51/64 23/64 3.1 1/2 7/8 11/6 31/64 6.5 5/8 1/6 115/ 39/64 12.0 3/4 1/4 129/u 47/64 19.0 7/8 1/16 12 /32 55/64 30.0 1 1/8 1/ 63/64 43.0 11/4 2 2 /16 1 /32 79.0 11/ 2/ 2/4 1'/32 131.0 Fig. 117 - Lock Washer Size Range - Sizel/4" thru 3/4" bolt Material - Carbon Steel Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number size and finish Dimensions • Weights Rod Size Outside Diameter Approx. Wt./100 3/8 11/16 .6 1/2 7/8 1.3 5/8 1/16 2.4 3/4 1/4 4.0 Office/Manufacturing Facility. 1375 Sampson Ave. • Corona, CA 92879 • Ph: 951.737.5599 • Fax: 951.737.0330 Customer Service • 800.786,5266 www.tolco.com Component of State of California OSHPD Approved Seismic Restraints System Fig. 4A - Pipe Clamp for Sway Bracing Size Range - 4" thru 8" pipe. For sizes smaller than 4" use TOLCOTM Fig. 4. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4" thru 8". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). Installation Instructions - The Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4A over the pipe to be braced. Attach TOLCO transitional fitting, either Fig. 980, 910 or 909, to the clamp ears. Tighten bolts and nuts; torque requirement is a minimum of 50 ft. lbs. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish Fig. 4A - Longitudinal Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. Dimensions • Weights Pipe Max. Horizontal Approx. Sizes A B C D Bolt Size Design Load Wt./100 4 81/2 9/16 33, 3/i 1/2 2015 221 5 93/4 9/16 37/s 43A 1/2 2015 253 6 11½ 5/8 5 51A 1/2 2015 513 8 131/4 3/4 61Vi 6½ 1/2 2015 601 OFFICE/MANUFACTURING FACILITY. 1375 SAMPSON AVE. • CORONA, CA 92879. PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Maximum Design Load 1" thru 4" pipe size —2015 lbs. 6" size - 1265 lbs. Fig. 1000 - "Fast Clamp" Sway Brace Attachment Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 IPS.* Pipe size used for bracing: 1" and 1¼" Schedule 40 IPS. Component of State of California OSHPD Approved Seismic Restraints System * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation —The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete brac- ing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Tighten hex nuts until leaf spring is flat. It is recom- mended that the brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Ga Ivan ized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. loLco® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. - CORONA, CA 92879 • PH: 951.737.5599. FAX: 951.737.0330 CUSTOMER SERVICE • 800.786,5266 www.tolco.com Fig. 980 - Universal Swivel Sway Brace Attachment C®US LISTED TOLCO 12 gauge channel, and all structural Component of State of CaliforniaOSHpDApproved Seismic Restraints System Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (2002) Figure 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation — The Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note —The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note — Available in Electro-Ga Ivan ized finish. Order By — Figure number and finish. PATENT #6,273,372 Dimensions Weights Max. Design Approx. A B H* Load Lbs. Wt./100 5¼ 1/s 17/32 2765 132 * Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. / P44/ Lateral Brace TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879 • PH' 951.737,99 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 wwwtolco.com Size Range — One size fits bracing pipe 1" thru 2", steel up to 1/4" thick. Material - Carbon Steel POTT ER The Symbol of Protection U.S. Pat. No. 3921989 Canadian Pat. No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50mm thru 200mm). LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is held in place with two tamper resis- tant screws which require a special key for removal. A field in- stallable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL, ULCandCSFMListed, FMandLPCBApproved,NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m/s) ContactRatings: Two sets of SPDT (Form C) 15.0 Amps at 125/250VAC 2.0 Amps at 3OVDC Resistive Conduit Entrances: Two knockouts provided for 1/2' conduit Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. NEMA 4/I P54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40'F/1 20'F, 4,5°C/49°C Non-corrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. Sizes Available: Steel Pipe schedules 10 thru 40, sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Note: For copper or plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 6" (15cm) of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" (50mm) and 2 1/2" (65mm) devices require a hole with a diameter of 1 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ±1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a dis- tance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MKT. #8800001 -REV W PAGE 1 OF 2 MFG. #5400761 - 7/02 DWG. 1761-4 D.POTTER The Symbol of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL 0 OWO. #923-3 CAUTION: An uninsulated section of a single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 OPTIONAL TAMPER SWITCH RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS. A "B SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO "B" TO INSTALL, DRILL HOLE AS INDICATED: PIPE SIZE HOLE SIZE to 2 1/2" 1 1/4W +1/8' -1/16" (50mm to 65mm) (33mm ±2mm) to 8" 2' ±1/8" (80mm to 200mm) 50mm ±2mm) Cover Tamper (with cover in place) 0N OF C NO NC (WHT) (RED) (eLK) CC 4fl005.2 DWG. #761-30 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT-LBS (68 n-m) OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SE7INGS (IN SECS.) o O A 10-25 8 20-40 C 35-55 0 50-70 E 60-90 FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: NORKALLY EN CTOCIRCTS 2 SETS OF COLA FR0I 1 CLOSE OK AI.ARK WOTCRCT.G* COKE ON FIRE PANEL FiRE P20CC. I '0 AN CO CO 100 0 C THE TIC 0210 110 10000IGS 005CINC OC 011 THE STATEN ROE FOR OR TOT RE AN OURO c002ATON. REGATTA XC THE CONTACTS WO 00000590 *04(0 THE100210 5 CI THE NOR—COTI3500. 00 NOIJTR*L AC in-a The Model VSR-F has two switches, one can be used to operate a central station, pro- prietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. A condition of LPC Approval of this product is that the electri- cal entry must be sealed to exclude moisture. For supervised circuits see "Switch Terminal Connec- tions" drawing and caution note (Fig. 1). FIG. 4 To remove knockouts: Place screwdriver at edge of knock- outs, not in the center. APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA MKT. #8800001 -REV W PAGE 2 OF 2 MEG. #5400761 - 7/02 Technical Data Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads 6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 7W' long x 2W' deep 6 head -5" high x 14" long x 3W' deep 12 head -5" high x 143/4" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. l2 head -4lbs. 3r 6 & 12 Head Sprinkler Head Cabinet Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate either 1/2 or Y4' N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. No. 28.6.0 Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30° to 150°F (-34° 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. SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB AT 10 FT. (3m) (2) MINIMUM dB AT 10 FT. (3m) (1) 6(150) 12VDC PBD126 1706012 12A 85 76 8(200) 12VDC PB0128 1708012 .1 2A 90 77 10(250) 12VDC PBD1210 1710012 12A 92 78 6(150) 24V0C P80246 1706024 .06A 87 77 8(200) 24V0C P80248 1708024 06A 91 79 10(250) 24V0C P802410 1710024 06A 94 80 6)150) 24VAC P8A246 1806024 .17A 91 78 8)200) 24VAC P8A248 1808024 .17A 94 77 10 (250) 24VAC PBA2410 1810024 .17A 94 78 6(150) 120VAC PBA1206 1806120 .05A 92 83 8)200) 120VAC PBA1208 1808120 .05A 99 84 10 (250) 120VAC PBA12010 1810120 USA 99 86 BELLS !. POTTER The Symbol of Protection UL Listed Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 12OVAC 12VDC (10.2t0 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (-40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Potter Electric Signal Company "2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MKT. #8850001 - REVS PAGE 1 OF 2 MEG. #5400776 - 5/05 3 3/8W (86) 4 1/4- (108) (E)POTTER BELLS The Symbol of Protection DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2' CONDUIT ENTRANCE 77 (2 0) j(150) j0)6 2 11/16 (68) DWG, #776-1 - - 53/4W Q - (146) o 1 5/8 (41) OWG. #776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED (IN) RED (01.11) WHITE (IN) _'... WHITE (OUT) OR CGLACOKR(OUT -LINE OR FROM CONTROL PANEL ELL FROM CONTROL PANEL :IBLACK (OUT) PRECEDING BELL R PRECEDING BELL _____________ BLACK (IN) _ BLACK (IN) CAUTION WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: 1, OBSERVE POLARITY TO RING D.C. BELLS. 2. RED WIRES POSITIVE (+) 3, BLACK WIRES NEGATIVE (-) 8UflQ WHEN ELECTRICAL SUPEWHSION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: WHEN USING A.C. BELLS. TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. END-OF-LINE RESISTOR IS NOT REQUIRED ON A.C. BELLS, DWG. #776-3 INSTALLATION The bell shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90 Aff and not less than 6" below the ceiling. Removethegong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REVS PAGE 2 OF 2 MFG. #5400776 - 5/05 I System No. W L- 1 222 II F Ratings - 1 and 2 Hr (See Item 1) I Ratings - 1/4, 3/4 and 1 Hr (See Item 2) I Section A-A 1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be mm 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design. Max diam of opening is 10-5/8 in. (270 mm). The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min o in. (0 mm, point contact) to max 2 in. (51 mm). Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 8 in. (203 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 8 in. (203 mm) diam (or smaller) cast or ductile iron pipe. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit, nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. (102 mm) diam (or smaller) flexible steel conduit. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. Copper Tube - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube. Type of Penetrant Max Diam T Rating Steel or iron pipe, steel 2 in. (51 mm) 1 hr conduit or EMT Steel or iron pipe, steel ] 8 in. (203 mm) 3/4 hr conduit Copper pipe or tube 4 in. (102 mm) 1/4 hr 2A. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 2, one nom 1-1/4 in. (32 mm) diam (or smaller) steel flexible metal pipe to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe and the periphery of the opening shall be min o in. (0 mm, point contact) to max 2 in. (51 mm). Pipe to be rigidly supported on both sides of the wall assembly. OMEGA FLEX INC TITEFLEX CORP A BUNDY CO WARD MFG INC 3. Fill, Void or Cavity Material* - Sealant- Mm 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, mm 1/4 in. (6 mm) diam bead of fill material applied at metallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. S [J Created or Revised: July 26, 2006 ti _.1 W-L-1222 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 1 System No. W-L-2241 F Ratings - 1 and 2 Hr (See Item 1) I Ratings - 0, 1/4, 1 and 1-3/4 Hr (See Item 2) Section A-A 1. Wall Assembly - The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be mm 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC. Gypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design.Diam of opening to be 1 in. to 1-1/8 in. (25 to 29 mm) larger than outside diam of pipe. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One nonmetallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes, conduits and tubes may be used: Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA 70). Annular space shall be min 0 in. (0 mm, point contact) to max I in. (25 mm). Electrical Nonmetallic Tubing+ - Nom 2 in. (51 mm) diam (or smaller) PVC tubing installed in accordance with Article 331 of the National Electrical Code (NFPA 70). Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Cross Linked Polyethylene (PEX) Tubing - Nom 1 in. (25 mm) diam (or smaller) SDR9 PEX tubing for use in closed (process or supply) piping systems. Annular space shall be min 0 in. (0 mm, point contact) to max 1 in. (25 mm). Acrylonitrile Butadiene Styrene (ABS) pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. Annular space shall be mm 1/4 in. (6 mm) to max 3/4 in. (19 mm). When Item 2A or 2B is used, the T Rating is 1/4 hr. When Item 2C, 2D, or 2E is used, the T Rating is 1 hr and 1-3/4 hr for 1 hr and 2 hr fire rated walls, respectively. When Item 2F is used, T Rating is 0 hr. 3. Fill, Void or Cavity Material* -Sealant - Mm 5/8 in. (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly. At point contact location, mm 1/4 in. (6 mm) diam bead of fill material applied at nonmetallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCl Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. S rjij Created or Revised: January 14, 2004 @W-L-2241 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 1 OF 1 , '0 System No. C-AJ-1353 F Rating - 3 Hr T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Lin Ft L Rating At 400°F - Less Than 1 CFM/Lin Ft Section A-A Floor or Wall Assembly - Lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete floor or wall. Mm thickness of concrete is shown in table in Item 4B. Floor may also be constructed of any min 6 in. (152 mm) thick hollow-core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 14 in. (356 mm). Max diam of opening in floors constructed of hollow-core is 7 in. (178 mm). See Concrete Blocks (CAZT) or Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. Steel Sleeve - (Optional) - Nom 14 in. (356 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe or No. 26 ga (0.022 in. or 0.56 mm thick) sheet steel sleeve with square anchor flange spot welded to the sleeve at approx mid-height. Sleeve cast or grouted in place flush with floor or wall surfaces. Steel pipe sleeve may project a max of 2 in. (51 mm) beyond the floor or wall surfaces. Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min o in. (point contact). The max annular space is 1 in. or 2 in. (25 or 51 mm) as shown in the table in Item 4B. Pipe, conduit or tube to be rigidly supported on both sides of the floor or wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used: Steel Pipe - Nom 12 in. (305 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe. Iron Pipe - Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. Conduit - Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit, nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. (102 mm) diam (or smaller) flexible steel conduit. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe. Copper Tube - Nom 4 in. (102 mm) diam (or smaller) Regular L (or heavier) copper tube. 77- Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. S rjij Created or Revised: May 26, 2009 C-AJ-1 353 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stiflrestop.com • Website:ww.stiflrestop.com PAGE 1 0F2 a 3A. Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 3, one nom 2 in. (51 mm) diam (or smaller) flexible steel pipe (with or without plastic jacketing) to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tube and the periphery of the opening shall be min o in. (0 mm or point contact). The max annular space is 1 or in. (25 or 51 mm) as shown in the table in Item 4B. Pipe to be rigidly supported on both sides of the floor or wall assembly. OMEGA FLEX INC GASTITE, DIV OF TITEFLEX WARD MFG L L C 4. Firestop System - The firestop system shall consist of the following: Packing Material - When required as shown in the table in Item 413, min 4 pcf (64 kg/m3) mineral wool batt insulation compressed and tightly packed to mm 2-1/4 in. (57 mm) thickness. Packing material recessed from top surface of floor or both surfaces of wall as required to accommodate fill material (Item 4B). When packing material is shown as being optional, mineral wool or glass fiber insulation or polyethylene foam backer rod may be used as a permanent form to facilitate installation of the fill material. In floors constructed of hollow-core precast concrete units, packing material to be recessed from both top and bottom surfaces officer, as required to accommodate fill material (Item 413). When steel sleeve projects from top of floor or from both sides of wall, the thickness of mineral wool batt packing material should be increased by an amount equal to the distance that the sleeve extends past the floor or wall surface. Fill, Void or Cavity Material* - Sealant - Fill material applied within annulus, flush with top surface of floor assembly or top edge of steel sleeve. In walls and in floors constructed from hollow core precast concrete units, fill material applied symmetrically on both sides of assembly flush with wall/floor surfaces or both ends of steel sleeve. At point contact location, apply mm 1/4 in. (6 mm) diam bead of fill material at pipe/concrete interface or pipe/steel sleeve interface on top surface of floor or both surfaces of wall or precast concrete units. The fill material thickness shall be as specified in the following table: Min Concrete Steel Max Packing Mm Fill Thickness Sleeve Annular Space, Material Material Thickness F Rating -in. (mm) in. (mm) in. (mm) 2-1/2(64) Optional 2 (51) Required /4 (6) 3 hr 4-1/2(114) Optional 1(25) Optional 1/2(13) 2 hr SPECIFIED TECHNOLOGIES INC - SpecSeal LCl Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 200 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. S 'J'J Created or Revised: May 26, 2009 C-AJ-1 353 (800)992-1180 • (908)526-8000 • FAX (908)231-8415 • E-Mail:techserv@stifirestop.com • Website:www.stifirestop.com PAGE 2 OF 2