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2600 GAGE DR; ; FPC2017-0127; Permit
PERMIT REPORT craty of Carlsbad Print Date: 10/13/2021 Permit No: FPC2017-0127 Job Address: 2600 GAGE DR, CARLSBAD, CA 92010-5608 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2081951000 Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check U: Fire Sprinklers Applied: ' 05/15/2017 Issued: 08/28/2017 DEV11017 Finaled Close Out: 09/23/2021 Inspector: Final Inspection: Project Title: ROBERTSON RANCH WEST VILLAGE Description: ROBERTSON RANCH RECREATION BUILDING -SPRINKLER NFPA 13 SYSTEM >100(181) Applicant: FPContractor: INNOVATIVE FIRE PROTECTION INC INNOVATIVE FIRE PROTECTION INC JOSEPH PLASSMEYER 8779 COTTONWOOD AVE, U STE 101 8779 COTTONWOOD AVE, U STE 101 SANTEE, CA 92071-4457 SANTEE, CA 92071-4457 (619) 593-8200 (619) 593-8200 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 Total Fees: $832.00 Total Payments To Date: $832.09 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov - qw 4m aw INNOVATIVE = FIRE PROTECTION, INC. - HYDRAULIC CALCULATIONS FOR ROBERTSON RANCH RECREATION BLDG 2600 GAGE DRIvE CARLSBAD, CA 92013 REMOTE AREA-1 (OFFICES & BATHROOMS) FILE NUMBER: ROBERRTSON RANCH REC BLDG AREA 1.sdf DATE: 06/04/2017 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DESIGN DENSITY: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SYSTEM FIRE FLOW REQUIRED: SPRINKLER FLOW & PRESSURE REQ'D (AT NODE BOR): FIRE SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN / LAYOUT By: AUTHORITY HAVING JURISDICTION (AHJ): WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: SOURCE: DATE: LIGHT HAZARD .10/953 SQ Fr 165 SQ n' (HEAD WITH LARGEST AREA OF COVERAGE) 13 SPRINKLERS 326.3 GPM (INCL. 100 GPM HOSE ALLOW) 226.3 GPM @ 59.5 pSi 5.6K INNOVATIVE FIRE PROTECFION, INC LICENSE C16-711148 CARLSBAD FIRE DEPARTMENT 108 PSi 20 isi 4415 GPM CARLSBAD WATER AUTHORITY AND DEXTER WILSON ENGINEERING 10/11/17 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-l.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 108.0 20.0 4415.0 107.3 326.3 71.4 Available pressure is 35.9 psi (33%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 326.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 226.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 71.4 226.3 DIP -3.0 - - - - 71.4 - - - RP1 3.0 - - - - 68.8 RP2 3.0 - - - - 60.8 - - - PVC -3.0 - - - - 63.4 T -3.0 - - - - 63.3 LAT -3.0 - - - - 61.5 BOR 1.0 - - - - 59.5 TOR 14.0 - - - - 53.7 1 14.0 - - - - 51.6 - - - 2 14.0 - - - - 50.6 - - - 3 14.0 - - - - 50.3 - - - 4 14.0 - - - - 45.9 - - - 5 16.5 - - - - 44.2 - - - 6 16.5 - - - - 38.0 - - - 7 14.0 - - - - 38.0 - - - 8 14.0 - - - - 34.2 - - - 9 14.0 - - - - 33.9 - - - 10 14.0 - - - - 45.7 - - - 11 16.5 - - - - 44.0 - - - 12 16.5 - - - - 38.0 - - - 13 14.0 - - - - 38.4 - - - 14 14.0 - - - - 35.4 - - - 15 14.0 - - - - 45.6 - - - 16 16.5 - - - - 44.0 - - - 17 16.5 - - - - 41.4 - - - 18 16.5 - - - - 40.3 - - - 19 16.5 - - - - 40.1 - - - 20 16.5 - - - - 39.2 - - - 21 14.0 - - - - 39.8 - - - 22 14.0 - - - - 35.6 - - - 23 14.0 - - - - 22.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-i.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 24 14.6 - - - - 20.7 - - - 25 13.9 - - - - 19.9 - - - 26 16.7 - - - - 18.2 - - - 27 14.3 - - - - 18.7 - - - 28 16.1 - - - - 14.2 - - - 28A 16.1 - - - - 13.5 - - - 29 16.1 - - - - 13.5 - - - 29A 16.1 - - - - 13.1 - - - 30 16.1 - - - - 13.2 - - - 31 18.1 - - - - 17.1 - - - 32 18.1 - - - - 13.1 - - - 33 16.1 - - - - 13.4 - - - 34 16.1 - - - - 10.1 - - - 35 9.5 - - - - 12.5 - - - 36 17.0 - - - - 10.1 - - - 37 17.0 - - - - 9.6 - - - 38 18.2 - - - - 8.9 - - - 39 18.2 - - - - 7.2 - - - 40 9.5 - - - - 10.5 - - - 41 16.1 - - - - 9.8 - - - 42 9.5 - - - - 12.4 - - 43 16.1 - - - - 10.0 - - - 44 9.5 - - - - 12.4 - - - 45 9.5 - - - - 11.7 - - - 46 9.5 - - - - 11.7 - - - 47 9.5 - - - - 11.7 - - - 48 9.5 - - - - 11.5 - - - 49 9.5 - - - - 11.5 - - - 50 9.5 - - - - 10.5 - - - 51 9.5 - - - - 10.0 - - - 52 9.5 - - - - 9.7 - - - 53 9.5 - - - - 9.6 - - - 54 9.5 - - - - 9.3 - - - 55 9.5 - - - - 9.3 - - - 56 9.5 - - - - 9.2 - - - 57 9.5 - - - - 9.2 - - - 58 9.5 - - - - 9.2 - - - 59 9.5 - - - - 9.3 - - - 60 9.5 - - - - 9.4 - - - 61 9.5 - - - - 9.5 - - - 62 9.5 - - - - 9.9 - - - 63 9.5 - - - - 10.1 - - - 64 9.5 - - - - 10.6 - - - 65 9.5 - - - - 10.8 - - - 66 9.5 - - - - 9.0 - - - 67 9.5 - - - - 9.4 - - - 101 9.0 K= 5.60 11.3 18.9 102 9.0 K= 5.60 11.2 18.7 103 9.0 K= 5.60 9.9 17.7 104 9.0 K= 5.60 9.8 17.6 105 9.0 K= 5.60 9.6 17.4 106 9.0 K= 5.60 8.9 16.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 107 9.0 K= 5.60 8.7 16.5 108 9.0 K= 5.60 8.9 16.7 109 9.0 K= 5.60 9.0 16.8 110 9.0 K= 5.60 8.9 16.7 111 9.0 K= 5.60 9.4 17.1 112 9.0 K= 5.60 9.8 17.5 113 9.0 K= 5.60 10.5 18.1 201 18.2 - - - - 8.7 - - - 202 18.2 - - - - 8.4 - - - 203 18.2 - - - - 8.0 - - - 204 18.2 - - - - 7.7 - - - 205 18.2 - - - - 7.3 - - - 206 16.0 - - - - 6.1 - - - 207 16.0 - - - - 6.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/10/2017SON RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 226.3 7.980 PL 50.42 PF 0.0 SRC -3.0 SRCE 71.4 (N/A) 1.5 150 FTG TG PE 0.0 DIP -3.0 0.0 71.4 0.0 0.000 TL 109.42 PV Pipe: 2 226.3 8.390 PL 6.00 PF 0.0 DIP -3.0 0.0 71.4 0.0 1.3 140 FTG 2L PE -2.6 RP1 3.0 0.0 68.8 0.0 0.000 TL 50.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RP1 3.0 0.0 68.8 0.0 8.0 psi, 226.3 gpm RP2 3.0 0.0 60.8 0.0 Pipe: 4 226.3 8.390 PL 6.00 PF 0.0 RP2 3.0 0.0 60.8 0.0 1.3 140 FTG L PE 2.6 PVC -3.0 0.0 63.4 0.0 0.000 TL 28.00 PV Pipe: 5 226.3 7.980 PL 59.75 PF 0.0 PVC -3.0 0.0 63.4 0.0 1.5 150 FTG 2L PE 0.0 T -3.0 0.0 63.3 0.0 0.000 TL 99.75 PV Pipe: 6 226.3 4.240 PL 105.58 PF 1.8 T -3.0 0.0 63.3 0.0 5.1 150 FTG T2LCG PE 0.0 LAT -3.0 0.0 61.5 0.0 0.009 TL 215.58 PV Pipe: 7 226.3 4.220 PL 10.00 PF 0.3 LAT -3.0 0.0 61.5 0.0 5.2 140 FTG 2L PE -1.7 BOR 1.0 0.0 59.5 0.0 0.010 TL 30.00 PV Pipe: 8 226.3 4.310 PL 13.00 PF 0.2 BOR 1.0 0.0 59.5 0.0 5.0 120 FTG ----- PE -5.6 TOR 14.0 0.0 53.7 0.0 0.012 TL 13.00 PV Pipe: 9 226.3 2.423 PL 4.08 PF 2.1 TOR 14.0 0.0 53.7 0.0 15.7 150 FTG ER PE 0.0 1 14.0 0.0 51.6 0.0 0.130 TL 15.88 PV Pipe: 10 168.5 2.423 PL 8.00 PP 1.0 1 14.0 0.0 51.6 0.0 11.7 150 FTG R PE 0.0 2 14.0 0.0 50.6 0.0 0.075 TL 12.90 PV Pipe: 11 83.4 2.423 PL 12.33 PF 0.4 2 14.0 0.0 50.6 0.0 5.8 150 FTG R PE 0.0 3 14.0 0.0 50.3 0.0 0.020 TL 17.23 PV Pipe: 12 83.4 2.003 PL 43.75 PF 4.4 3 14.0 0.0 50.3 0.0 8.5 150 FTG E9R PE 0.0 4 14.0 0.0 45.9 0.0 0.052 TL 85.45 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 83.4 2.003 PL 2.50 PF 0.6 4 14.0 0.0 45.9 0.0 8.5 150 FTG ER PE -1.1 5 16.5 0.0 44.2 0.0 0.052 TL 12.20 PV Pipe: 14 83.4 2.003 PL 60.25 PF 6.2 5 16.5 0.0 44.2 0.0 8.5 150 FTG 2ET9R PE 0.0 6 16.5 0.0 38.0 0.0 0.052 TL 119.65 PV Pipe: 15 83.4 2.003 PL 2.50 PF 1.0 6 16.5 0.0 38.0 0.0 8.5 150 FTG E3R PE 1.1 7 14.0 0.0 38.0 0.0 0.052 TL 20.20 PV Pipe: 16 83.4 2.003 PL 35.00 PF 3.8 7 14.0 0.0 38.0 0.0 8.5 150 FTG E8R PE 0.0 8 14.0 0.0 34.2 0.0 0.052 TL 72.70 PV Pipe: 17 85.1 2.003 PL 43.75 PF 4.9 2 14.0 0.0 50.6 0.0 8.7 150 FTG T9R PE 0.0 10 14.0 0.0 45.7 0.0 0.054 TL 91.75 PV Pipe: 18 85.1 2.003 PL 2.50 PF 0.7 10 14.0 0.0 45.7 0.0 8.7 150 FTG ER PE -1.1 11 16.5 0.0 44.0 0.0 0.054 TL 12.20 PV Pipe: 19 85.1 2.003 PL 58.17 PF 6.0 ii 16.5 0.0 44.0 0.0 8.7 150 FTG 3E9R PE 0.0 12 16.5 0.0 38.0 0.0 0.054 TL 111.27 PV Pipe: 20 85.1 2.003 PL 2.50 PF 0.7 12 16.5 0.0 38.0 0.0 8.7 150 FTG ER PE 1.1 13 14.0 0.0 38.4 0.0 0.054 TL 12.20 PV Pipe: 21 85.1 2.003 PL 34.75 PF 3.0 13 14.0 0.0 38.4 0.0 8.7 150 FTG E4R PE 0.0 14 14.0 0.0 35.4 0.0 0.054 TL 56.45 PV Pipe: 22 57.8 1.598 PL 43.75 PF 6.0 1 14.0 0.0 51.6 0.0 9.2 150 FTG T9R PE 0.0 15 14.0 0.0 45.6 0.0 0.079 TL 76.45 PV Pipe: 23 57.8 1.598 PL 2.50 PF 0.5 15 14.0 0.0 45.6 0.0 9.2 150 FTG B PE -1.1 16 16.5 0.0 44.0 0.0 0.079 TL 6.50 PV Pipe: 24 57.8 1.598 PL 14.92 PF 2.5 16 16.5 0.0 44.0 0.0 9.2 150 FTG 3E2R PE 0.0 17 16.5 0.0 41.4 0.0 0.079 TL 32.32 PV Pipe: 25 24.3 1.598 PL 40.25 PF 1.1 17 16.5 0.0 41.4 0.0 3.9 150 FTG ET7R PE 0.0 18 16.5 0.0 40.3 0.0 0.016 TL 71.55 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/10/2017SON RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-i.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 33.5 1.598 PL 35.25 PF 1.3 17 16.5 0.0 41.4 0.0 5.4 150 FTG 4R PE 0.0 19 16.5 0.0 40.1 0.0 0.029 TL 46.05 PV Pipe: 27 24.3 1.598 PL 5.00 PF 0.2 18 16.5 0.0 40.3 0.0 3.9 150 FTG ER PE 0.0 19 16.5 0.0 40.1 0.0 0.016 TL 11.70 PV Pipe: 28 57.8 1.598 PL 3.08 PF 0.9 19 16.5 0.0 40.1 0.0 9.2 150 FTG T PE 0.0 20 16.5 0.0 39.2 0.0 0.079 TL 11.48 PV Pipe: 29 57.8 1.598 PL 2.50 PF 0.5 20 16.5 0.0 39.2 0.0 9.2 150 FTG B PE 1.1 21 14.0 0.0 39.8 0.0 0.079 TL 6.50 PV Pipe: 30 57.8 1.598 PL 39.42 PF 4.2 21 14.0 0.0 39.8 0.0 9.2 150 FTG 2E2R PE 0.0 22 14.0 0.0 35.6 0.0 0.079 TL 52.82 PV Pipe: 31 57.8 2.423 PL 8.00 PF 0.2 22 14.0 0.0 35.6 0.0 4.0 150 FTG T PE 0.0 14 14.0 0.0 35.4 0.0 0.010 TL 22.70 PV Pipe: 32 142.9 2.423 PL 6.58 PF 1.5 14 14.0 0.0 35.4 0.0 9.9 150 FTG TR PE 0.0 9 14.0 0.0 33.9 0.0 0.055 TL 26.18 PV Pipe: 33 83.4 2.423 PL 3.50 PF 0.3 8 14.0 0.0 34.2 0.0 5.8 150 FTG ER PE 0.0 9 14.0 0.0 33.9 0.0 0.020 TL 15.30 PV Pipe: 34 226.3 2.423 PL 41.83 PF 12.0 9 14.0 0.0 33.9 0.0 15.7 150 FTG 2FT6R PE 0.0 23 14.0 0.0 22.0 0.0 0.130 TL 92.13 PV Pipe: 35 226.3 2.423 PL 0.58 PF 1.0 23 14.0 0.0 22.0 0.0 15.7 150 FTG E PE -0.3 24 14.6 0.0 20.7 0.0 0.130 TL 7.48 PV Pipe: 36 121.7 2.423 PL 12.00 PF 1.6 24 14.6 0.0 20.7 0.0 8.5 150 FTG ETR PE -0.9 26 16.7 0.0 18.2 0.0 0.041 TL 38.50 PV Pipe: 37 86.3 2.423 PL 11.67 PF 0.5 26 16.7 0.0 18.2 0.0 6.0 150 FTG ER PE 1.0 27 14.3 0.0 18.7 0.0 0.022 TL 23.47 PV Pipe: 38 86.3 2.003 PL 32.42 PF 3.7 27 14.3 0.0 18.7 0.0 8.8 150 FTG 2E6R PE -0.8 28 16.1 0.0 14.2 0.0 0.055 TL 67.82 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 86.3 2.003 PL 2.08 PP 0.8 28 16.1 0.0 14.2 0.0 8.8 150 FTG T PE 0.0 28A 16.1 0.0 13.5 0.0 0.055 TL 14.08 PV Pipe: 40 12.1 2.003 PL 8.92 PF 0.0 28A 16.1 0.0 13.5 0.0 1.2 150 FTG 4R PE 0.0 33 16.1 0.0 13.4 0.0 0.001 TL 24.92 PV Pipe: 41 35.5 1.394 PL 1.42 PF 0.5 26 16.7 0.0 18.2 0.0 7.5 150 FTG T PE -0.6 31 18.1 0.0 17.1 0.0 0.062 TL 8.72 PV Pipe: 42 35.5 1.394 FL 44.58 PP 3.9 31 18.1 0.0 17.1 0.0 7.5 150 FTG TSR FE 0.0 32 18.1 0.0 13.1 0.0 0.062 TL 63.38 PV Pipe: 43 35.5 1.394 PL 2.00 PF 0.6 32 18.1 0.0 13.1 0.0 7.5 150 FTG T PE 0.9 33 16.1 0.0 13.4 0.0 0.062 TL 9.30 PV Pipe: 44 47.6 2.003 PL 1.58 PF 0.2 33 16.1 0.0 13.4 0.0 4.8 150 FTG T FE 0.0 30 16.1 0.0 13.2 0.0 0.018 TL 13.58 PV Pipe: 45 104.5 2.003 FL 1.75 PP 1.1 24 14.6 0.0 20.7 0.0 10.6 150 FTG T FE 0.3 25 13.9 0.0 19.9 0.0 0.079 TL 13.75 PV Pipe: 46 104.5 2.003 FL 34.17 PF 5.5 25 13.9 0.0 19.9 0.0 10.6 150 FTG 2E6R FE -0.9 29 16.1 0.0 13.5 0.0 0.079 TL 69.57 PV Pipe: 47 36.3 2.003 FL 11.50 PP 0.3 29 16.1 0.0 13.5 0.0 3.7 150 FTG T2R FE 0.0 30 16.1 0.0 13.2 0.0 0.011 TL 31.50 PV Pipe: 48 68.3 2.003 FL 0.75 PF 0.5 29 16.1 0.0 13.5 0.0 7.0 150 FTG T FE 0.0 29A 16.1 0.0 13.1 0.0 0.036 TL 12.75 PV Pipe: 49 68.3 2.003 FL 26.50 PF 3.0 29A 16.1 0.0 13.1 0.0 7.0 150 FTG 3E2T4R FE 0.0 34 16.1 0.0 10.1 0.0 0.036 TL 83.60 PV Pipe: 50 68.3 2.003 FL 6.58 PF 0.4 34 16.1 0.0 10.1 0.0 7.0 150 FTG E FE 2.9 35 9.5 0.0 12.5 0.0 0.036 TL 12.28 PV Pipe: 51 68.3 2.003 FL 5.75 PP 1.0 35 9.5 0.0 12.5 0.0 7.0 150 FTG ETR PE 0.0 49 9.5 0.0 11.5 0.0 0.036 TL 27.45 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 83.8 2.003 FL 20.75 PF 2.7 30 16.1 0.0 13.2 0.0 8.5 150 FTG 2ET2R PE -0.4 36 17.0 0.0 10.1 0.0 0.052 TL 52.15 PV Pipe: 53 28.7 1.394 PL 2.50 PF 0.4 36 17.0 0.0 10.1 0.0 6.0 150 FTG T PE 0.0 37 17.0 0.0 9.6 0.0 0.042 TL 9.80. PV Pipe: 54 28.7 1.394 PL 1.25 PF 0.2 37 17.0 0.0 9.6 0.0 6.0 150 FTG E FE -0.5 38 18.2 0.0 8.9 0.0 0.042 TL 5.05 PV Pipe: 55 28.7 1.394 FL 0.67 PF 0.2 38 18.2 0.0 8.9 0.0 6.0 150 FTG E FE 0.0 201 18.2 0.0 8.7 0.0 0.042 TL 4.47 PV Pipe: 56 28.7 1.394 FL 6.00 PF 0.3 201 18.2 0.0 8.7 0.0 6.0 150 FTG R PE 0.0 202 18.2 0.0 8.4 0.0 0.042 TL 8.30 PV Pipe: 57 28.7 1.394 FL 6.00 PF 0.3 202 18.2 0.0 8.4 0.0 6.0 150 FTG R FE 0.0 203 18.2 0.0 8.0 0.0 0.042 TL 8.30 PV Pipe: 58 28.7 1.394 FL 6.00 PF 0.3 203 18.2 0.0 8.0 0.0 6.0 150 FTG R FE 0.0 204 18.2 0.0 7.7 0.0 0.042 TL 8.30 PV Pipe: 59 28.7 1.394 FL 6.00 PF 0.3 204 18.2 0.0 7.7 0.0 6.0 150 FTG R FE 0.0 205 18.2 0.0 7.3 0.0 0.042 TL 8.30 PV Pipe: 60 28.7 1.394 FL 0.50 PF 0.1 205 18.2 0.0 7.3 0.0 6.0 150 FTG R FE 0.0 39 18.2 0.0 7.2 0.0 0.042 TL 2.80 PV Pipe: 61 28.7 1.394 FL 8.75 PF 0.5 39 18.2 0.0 7.2 0.0. 6.0 150 FTG E FE 3.8 40 9.5 0.0 10.5 0.0 0.042 TL 12.55 PV Pipe: 62 28.7 1.394 PL 4.08 PF 0.3 40 9.5 0.0 10.5 0.0 6.0 150 FTG E FE 0.0 63 9.5 0.0 10.1 0.0 0.042 TL 7.88 PV Pipe: 63 55.1 2.003 PL 7.33 PF 0.6 36 17.0 0.0 10.1 0.0 5.6 150 FTG E3R FE 0.4 41 16.1 0.0 9.8 0.0 0.024 TL 25.03 PV Pipe: 64 55.1 2.003 FL 6.58 PF 0.3 41 16.1 0.0 9.8 0.0 5.6 150 FTG E FE 2.9 42 9.5 0.0 12.4 0.0 0.024 TL 12.28 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 55.1 2.003 PL 5.75 PF 0.7 42 9.5 0.0 12.4 0.0 5.6 150 FTG ETR PE 0.0 47 9.5 0.0 11.7 0.0 0.024 TL 27.45 PV Pipe: 66 74.2 2.003 PL 26.67 PF 3.4 28A 16.1 0.0 13.5 0.0 7.6 150 FTG 2E2T5R PE 0.0 43 16.1 0.0 10.0 0.0 0.042 TL 82.07 PV Pipe: 67 74.2 2.003 PL 6.58 PF 0.5 43 16.1 0.0 10.0 0.0 7.6 150 FTG E PE 2.9 44 9.5 0.0 12.4 0.0 0.042 TL 12.28 PV Pipe: 68 74.2 2.003 PL 5.75 PF 0.6 44 9.5 0.0 12.4 0.0 7.6 150 FTG ER PE 0.0 45 9.5 0.0 11.7 0.0 0.042 TL 15.45 PV Pipe: 69 7.0 2.003 PL 4.17 PF 0.0 45 9.5 0.0 11.7 0.0 0.7 150 FTG T PE 0.0 46 9.5 0.0 11.7 0.0 0.001 TL 16.17 PV Pipe: 70 18.9 1.101 PL 1.50 PF 0.6 46 9.5 0.0 11.7 0.0 6.4 150 FTG ET PE 0.2 101 9.0 5.6 11.3 18.9 0.061 TL 10.00 PV Pipe: 71 -11.8 2.003 PL 8.75 PF 0.0 46 9.5 0.0 11.7 0.0 1.2 150 FTG R PE 0.0 47 9.5 0.0 11.7 0.0 0.001 TL 12.75 PV Pipe: 72 43.3 2.003 PL 8.75 PF 0.2 47 9.5 0.0 11.7 0.0 4.4 150 FTG R PE 0.0 48 9.5 0.0 11.5 0.0 0.015 TL 12.75 PV Pipe: 73 18.7 1.101 PL 1.50 PF 0.6 48 9.5 0.0 11.5 0.0 6.3 150 FTG ET PE 0.2 102 9.0 5.6 11.2 18.7 0.060 TL 10.00 PV Pipe: 74 24.6 2.003 PL 2.58 PF 0.0 48 9.5 0.0 11.5 0.0 2.5 150 FTG R PE 0.0 49 9.5 0.0 11.5 0.0 0.005 TL 6.58 PV Pipe: 75 92.9 2.003 PL 7.83 PF 1.0 49 9.5 0.0 11.5 0.0 9.5 150 FTG 2R PE 0.0 50 9.5 0.0 10.5 0.0 0.063 TL 15.83 PV Pipe: 76 17.7 1.101 PL 3.58 PF 0.8 50 9.5 0.0 10.5 0.0 6.0 150 FTG 2ET PE 0.2 103 9.0 5.6 9.9 17.7 0.054 TL 14.58 PV Pipe: 77 75.2 2.003 PL 9.00 PF 0.6 50 9.5 0.0 10.5 0.0 7.7 150 FTG R PE 0.0 51 9.5 0.0 10.0 0.0 0.043 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-i.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 78 17.6 1.101 PL 0.50 PF 0.3 51 9.5 0.0 10.0 0.0 5.9 150 FTG T PE 0.2 104 9.0 5.6 9.8 17.6 0.053 TL 6.50 PV Pipe: 79 57.6 2.003 PL 4.92 PF 0.2 51 9.5 0.0 10.0 0.0 5.9 150 FTG R PE 0.0 52 9.5 0.0 9.7 0.0 0.026 TL 8.92 PV Pipe: 80 17.4 1.101 PL 0.50 PF 0.3 52 9.5 0.0 9.7 0.0 5.8 150 FTG T PE 0.2 105 9.0 5.6 9.6 17.4 0.052 TL 6.50 PV Pipe: 81 40.3 2.003 PL 2.50 PF 0.1 52 9.5 0.0 9.7 0.0 4.1 150 FTG R PE 0.0 53 9.5 0.0 9.6 0.0 0.013 TL 6.50 PV Pipe: 82 40.3 2.003 PL 6.50 PF 0.3 53 9.5 0.0 9.6 0.0 4.1 150 FTG TR PE 0.0 54 9.5 0.0 9.3 0.0 0.013 TL 22.50 PV Pipe: 83 16.7 1.101 PL 1.50 PF 0.7 54 9.5 0.0 9.3 0.0 5.6 150 FTG 2T PE 0.2 106 9.0 5.6 8.9 16.7 0.049 TL 13.50 PV Pipe: 84 23.6 2.003 PL 3.83 PF 0.0 54 9.5 0.0 9.3 0.0 2.4 150 FTG R PE 0.0 55 9.5 0.0 9.3 0.0 0.005 TL 7.83 PV Pipe: 85 23.6 2.003 PL 3.42 PF 0.1 55 9.5 0.0 9.3 0.0 2.4 150 FTG T FE 0.0 56 9.5 0.0 9.2 0.0 0.005 TL 15.42 PV Pipe: 86 16.5 1.101 PL 4.75 PF 0.8 56 9.5 0.0 9.2 0.0 5.6 150 FTG 2ET PE 0.2 107 9.0 5.6 8.7 16.5 0.048 TL 15.75 PV Pipe: 87 7.1 2.003 PL 4.00 PF 0.0 56 9.5 0.0 9.2 0.0 0.7 150 FTG R PE 0.0 57 9.5 0.0 9.2 0.0 0.001 TL 8.00 PV Pipe: 88 16.7 1.101 FL 2.25 FE' 0.5 57 9.5 0.0 9.2 0.0 5.6 150 FTG ET FE 0.2 108 9.0 5.6 8.9 16.7 0.049 TL 10.75 PV Pipe: 89 -9.6 2.003 FL 9.83 FE' 0.0 57 9.5 0.0 9.2 0.0 1.0 150 FTG R PE 0.0 58 9.5 0.0 9.2 0.0 0.001 TL 13.83 PV Pipe: 90 16.8 1.101 PL 1.00 PF 0.5 58 9.5 0.0 9.2 0.0 5.7 150 FTG ET PE 0.2 109 9.0 5.6 9.0 16.8 0.049 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/10/2017SON RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 91 -26.4 2.003 PL 6.42 PF 0.1 58 9.5 0.0 9.2 0.0 2.7 150 FTG 3R PE 0.0 59 9.5 0.0 9.3 0.0 0.006 TL 18.42 PV Pipe: 92 16.7 1.101 PL 1.92 PF 0.4 59 9.5 0.0 9.3 0.0 5.6 150 FTG T PE 0.0 66 9.5 0.0 9.0 0.0 0.049 TL 7.92 PV Pipe: 93 16.7 1.101 PL 1.50 PF 0.3 66 9.5 0.0 9.0 0.0 5.6 150 FTG ER PE 0.2 110 9.0 5.6 8.9 16.7 0.049 TL 5.70 PV Pipe: 94 0.0 1.101 PL 6.50 PF 0.0 66 9.5 0.0 9.0 0.0 0.0 150 FTG T PE -2.8 206 16.0 0.0 6.1 0.0 0.000 TL 12.50 PV Pipe: 95 -43.1 2.003 PL 0.50 PF 0.1 59 9.5 0.0 9.3 0.0 4.4 150 FTG R PE 0.0 60 9.5 0.0 9.4 0.0 0.015 TL 4.50 PV Pipe: 96 0.0 1.101 PL 5.42 PF 0.0 60 9.5 0.0 9.4 0.0 0.0 150 FTG T PE 0.0 67 9.5 0.0 9.4 0.0 0.000 TL 11.42 PV Pipe: 97 0.0 1.101 PL 6.50 PF 0.0 67 9.5 0.0 9.4 0.0 0.0 150 FTG E PE -2.8 207 16.0 0.0 6.6 0.0 0.000 TL 9.00 PV Pipe: 98 -43.1 2.003 PL 1.08 PF 0.1 60 9.5 0.0 9.4 0.0 4.4 150 FTG R PE 0.0 61 9.5 0.0 9.5 0.0 0.015 TL 5.08 PV Pipe: 99 17.1 1.101 PL 0.50 PF 0.3 61 9.5 0.0 9.5 0.0 5.8 150 FTG T PE 0.2 111 9.0 5.6 9.4 17.1 0.051 TL 6.50 PV Pipe: 100 -60.2 2.003 PL 11.25 PF 0.4 61 9.5 0.0 9.5 0.0 6.1 150 FTG R PE 0.0 62 9.5 0.0 9.9 0.0 0.028TL 15.25 PV Pipe: 101 17.5 1.101 PL 0.50 PF 0.3 62 9.5 0.0 9.9 0.0 5.9 150 FTG T PE 0.2 112 9.0 5.6 9.8 17.5 0.053 TL 6.50 PV Pipe: 102 -77.7 2.003 PL 0.50 PF 0.2 62 9.5 0.0 9.9 0.0 7.9 150 FTG R PE 0.0 63 9.5 0.0 10.1 0.0 0.045 TL 4.50 PV Pipe: 103 -49.1 2.003 PL 9.67 PF 0.5 63 9.5 0.0 10.1 0.0 5.0 150 FTG TR PE 0.0 64 9.5 0.0 10.6 0.0 0.019 TL 25.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-i.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 104 18.1 1.101 PL 0.50 PF 0.4 64 9.5 0.0 10.6 0.0 6.1 150 FTG T PE 0.2 113 9.0 5.6 10.5 18.1 0.057 TL 6.50 PV Pipe: 105 -67.2 2.003 PL 1.75 PF 0.2 64 9.5 0.0 10.6 0.0 6.8 150 FTG R PE 0.0 65 9.5 0.0 10.8 0.0 0.035 TL 5.75 PV Pipe: 106 -67.2 2.003 PL 10.42 PF 0.9 65 9.5 0.0 10.8 0.0 6.8 150 FTG TR PE 0.0 45 9.5 0.0 11.7 0.0 0.035 TL 26.42 PV NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (93 1) 65 9- 97 60 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.170 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.7 ft/sec at pipe 34. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 107.00 psi with a flow of 391.76 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 8/10/201750N RANCH-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 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 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kpig ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 2.423 3.10 6.90 14.70 4.90 2.00 21.00 2.00 PAGE: G MATERIAL: DynaFiow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatViv AlmChk DPVlv NPTee 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 8/10/201750N RANCH-REC BLDG 07--24-17\ROBERTSON RANCH REC AREA-1.SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-1 0 0 LU 0 0 0 0 H 0 0 <N CD 0 0 0 0 0 0 0 0 0 0 (N 0 (0 W (N 1)U)U)U)U) 0 0 LU U) (1) 0 H 00(1) 0U) 4J U) 4J (I) -'-I 4J 0 C) 4-4 LU (N CD •,1 4J CD U) (N 4J H0 o 0 (U LU H >ci U)a, CD CD a)(U H 0 a) 0) (I) U) ci) wp4 41 o - low -W f I N N OVAT IVE qw = 4w FIRE PROTECTIONS INC. = HYDRAULIC CALCULATIONS FOR ROBERTSON RANCH RECREATION BLDG 2600 GAGE DRIVE CARLSBAD, CA 92013 REMOTE AREA-2 (ATTIC) FILE NUMBER: ROBERRTSON RANCH REC BLDG AREA 1.sdf DATE: 06/04/2017 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DESIGN DENSITY: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SYSTEM FIRE FLOW REQUIRED: SPRINKLER FLOW & PRESSURE REQ'D (AT NODE BOR) FIRE SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN / LAYOUT By: AUTHORITY HAVING JURISDICTION (AHJ): LIGHT HAZARD .10/7 HEADS (610. SQ Fr) 120 SQFF 7 SPRINKLERS (5 BB's & 2 AP's) 186.1 GPM (INCL. 100 GPM HOSE ALLOW) 86.1 GPM @ 24.3 isi 5.6K INNOVATIVE FIRE PROTECTION, INC LIcENSE C16-711148 CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 108 psi RESIDUAL: 20 PSI FLOW: 4415 GPM SOURCE: CARLSBAD WATER AUTHORITY AND DEXTER WILSON ENGINEERING DATE: 10/11/17 CALCULATIONS BY HASS COMPUTER PROGRAM FIRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC).SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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 108.0 20.0 4415.0 107.7 186.1 34.4 Available pressure is 73.3 psi (68%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 186.1 GPM. TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 86.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 34.4 86.1 DIP -3.0 - - - - 34.4 - - - RP1 3.0 - - - - 31.8 - - - RP2 3.0 - - - - 23.8 - - - PVC -3.0 - - - 26.4 - - - T -3.0 - - - - 26.4 - - - LAT -3.0 - - - - 26.1 - - - BOR 1.0 - - - - 24.3 - - - TOR 14.0 - - - - 18.6 - - - 1 14.0 - - - - 18.3 - - - 2 14.0 - - - - 18.1 3 14.0 - - - - 18.1 - - - 4 14.0 - - - - 17.3 - - - 5 16.5 - - - - 16.1 - - - 6 16.5 - - - - 15.1 - - - 7 14.0 - - - - 16.0 - - - 8 140 - - - - 15.4 - - - 9 14.0 - - - - 15.3 - - - 10 14.0 - - - - 17.3 - - - 11 16.5 - - - - 16.1 - - - 12 16.5 - - - - 15.1 - - - 13 14.0 - - - - 16.1 - - - 14 14.0 - - - - 15.6 - - - 15 14.0 - - - - 17.3 16 16.5 - - - - 16.1 - - - 17 16.5 - - - - 15.7 - - - 18 16.5 - - - - 15.5 - - - 19 16.5 - - - - 15.5 - - - 20 16.5 - - - - 15.3 - - - 21 14.0 - - - - 16.3 - - - 22 14.0 - - - - 15.6 - - - 23 14.0 - - - - 13.3 - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC).SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 24 14.6 - - - - 12.9 - - - 25 13.9 - - - - 13.0 - - - 26 16.7 - - - - 11.7 - - - 27 14.3 - - - - 12.7 28 16.1 - -. - - 11.3 - - - 28A 16.1 - - - - 11.2 - - - 29 16.1 - - - - 11.2 - - - 29A 16.1 - - - - 11.1 - - - 30 16.1 - - - - 11.1 - - - 31 18.1 - - - - 11.0 - - - 32 18.1 - - - - 10.4 - - - 33 16.1 - - - - 11.1 - - - 34 16.1 - - - - 13.7 - - - 35 9.5 - - - - 13.5 - - - 36 17.0 - - - - 10.1 - - - 37 17.0 - - - - 9.5 - - - 38 18.2 - - - - 8.7 - - - 39 18.2 - - - - 8.4 - - - 40 9.5 • -- - - 12.6 41 16.1 - - - - 10.5 - - - 42 9.5 - - - - 13.4 - - - 43 16.1 - - - - 10.7 - - - 44 9.5 - - - - 13.4 45 9.5 - - - - 13.3 - - - 46 9.5 - - - - 13.3 - - - 47 9.5 - - - - 13.4 - - - 48 9.5 - - - - 13.4 - - - 49 9.5 - - - - 13.4 - - - 50 9.5 - - - - 13.3 - - - 51 9.5 - - - - 13.2 - - - 52 9.5 - - - - 13.2 - - - 53 9.5 - - - - 132 - - - 54 9.5 - - - - 13.1 - - 55 9.5 - - - - 13.1 - - - 56 9.5 - - - - 13.0 - - - 57 9.5 - - - - 13.0 - - - 58 9.5 - - - - 12.9 - - - 59 9.5 - - - 12.9 - - - 60 9.5 12.8 61 9.5 - - - - 12.9 - - - 62 9.5 - - - - 12.9 - - - 63 9.5 - - - - 12.9 - - - 64 9.5 - - - - 13.1 - - - 65 9.5 - - - - 13.1 - - - 66 9.5 - - - - 12.6 67 9.5 - - - - '12.5 101 9.0 - - - - 13.6 - - - 102 9.0 - - - - 13.6 .- - - 103 9.0 - - - - 13.5 - - - 104 9.0 - - - - 13.5 - - - 105 9.0 - - - - 13.4 - - - 106 9.0 - - - - 13.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/11/2017H-REC BLDG 07-24--17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 107 9.0 - - - - 13.2 - - 108 9.0 - - - - 13.2 - - - 109 9.0 - - - - 13.1 - - - 110 9.0 - - - - 12.8 - - - 111 9.0 - - - - 13.1 - - - 112 9.0 - - - - 13.1 - - - 113 9.0 - - - - 13.3 - - - 201 18.2 K= 4.20 8.4 12.2 202 18.2 K= 4.20 8.2 12.0 203 18.2 K= 4.20 8.2 12.0 204 18.2 K= 4.20 8.2 12.0 205 18.2 K= 4.20 8.3 12.1 206 16.0 K= 4.20 9.4 12.9 207 16.0 K= 4.20 9.4 12.9 I V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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 86.1 7.980 PL 50.42 PF 0.0 SRC -3.0 SRCE 34.4 (N/A) 0.6 150 FTG TG PE 0.0 DIP -3.0 0.0 34.4 0.0 0.000 TL 109.42 PV Pipe: 2 86.1 8.390 PL 6.00 PF 0.0 DIP -3.0 0.0 34.4 0.0 0.5 140 FTG 2L PE -2.6 RP1 3.0 0.0 31.8 0.0 0.000 TL 50.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE RP1 3.0 0.0 31.8 0.0 8.0 psi, 86.1 gpm RP2 3.0 0.0 23.8 0.0 Pipe: 4 86.1 8.390 PL 6.00 PF 0.0 RP2 3.0 0.0 23.8 0.0 0.5 140 FTG L PE 2.6 PVC -3.0 0.0 26.4 0.0 0.000 TL 28.00 PV Pipe: 5 86.1 7.980 PL 59.75 PF 0.0 PVC -3.0 0.0 26.4 0.0 0.6 150 FTG 2L PE 0.0 T -3.0 0.0 26.4 0.0 0.000 TL 99.75 PV Pipe: 6 86.1 4.240 PL 105.58 PF 0.3 T -3.0 0.0 26.4 0.0 2.0 150 FTG T2LCG PE 0.0 LAT -3.0 0.0 26.1 0.0 0.001 TL 215.58 PV Pipe: 7 86.1 4.220 PL 10.00 PF 0.0 LAT -3.0 0.0 26.1 0.0 2.0 140 FTG 2L PE -1.7 BOR 1.0 0.0 24.3 0.0 0.002 TL 30.00 PV Pipe: 8 86.1 4.310 PL 13.00 PF 0.0 BOR 1.0 0.0 24.3 0.0 1.9 120 FTG ---- PE -5.6 TOR 14.0 0.0 18.6 0.0 0.002 TL 13.00 PV Pipe: 9 86.1 2.423 PL 4.08 PF 0.3 TOR 14.0 0.0 18.6 0.0 6.0 150 FTG ER PE 0.0 1 14.0 0.0 18.3 0.0 0.022 TL 15.88 PV Pipe: 10 64.1 2.423 PL 8.00 PF 0.2 1 14.0 0.0 18.3 0.0 4.5 150 FTG R PE 0.0 2 14.0 0.0 18.1 0.0 0.013 TL 12.90 PV Pipe: 11 31.7 2.423 PL 12.33 PF 0.1 2 14.0 0.0 18.1 0.0 2.2 150 FTG R PE 0.0 3 14.0 0.0 18.1 0.0 0.003 TL 17.23 PV Pipe: 12 31.7 2.003 PL 43.75 PF 0.7 3 14.0 0.0 18.1 0.0 3.2 150 FTG E9R PE 0.0 4 14.0 0.0 17.3 0.0 0.009 TL 85.45 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 31.7 2.003,PL 2.50 PF 0.1 4 14.0 0.0 17.3 0.0 3.2 150 FTG ER PE -1.1 5 16.5 0.0 16.1 0.0 0.009 TL 12.20 PV Pipe: 14 31.7 2.003 PL 60.25 PF 1.0 5 16.5 0.0 16.1 0.0 3.2 150 FTG 2ET9R PE 0.0 6 16.5 0.0 15.1 0.0 0.009 TL 119.65 PV Pipe: 15 31.7 2.003 PL 2.50 PF 0.2 6 16.5 0.0 15.1 0.0 3.2 150 FTG E3R PE 1.1 7 14.0 0.0 16.0 0.0 0.009 TL 20.20 PV Pipe: 16 31.7 2.003 PL 35.00 PF 0.6 7 14.0 0.0 16.0 0.0 3.2 150 FTG E8R FE 0.0 8 14.0 0.0 15.4 0.0 0.009 TL 72.70 PV Pipe: 17 32.4 2.003 PL 43.75 PF 0.8 2 14.0 0.0 18.1 0.0 3.3 150 FTG T9R PE 0.0 10 14.0 0.0 17.3 0.0 0.009 TL 91.75 PV Pipe: 18 32.4 2.003 PL 2.50 PF 0.1 10 14.0 0.0 17.3 0.0 3.3 150 FTG ER PE -1.1 11 16.5 0.0 16.1 0.0 0.009 TL 12.20 PV Pipe: 19 32.4 2.003 PL 58.17 PF 1.0 11 16.5 0.0 16.1 0.0 3.3 150 FTG 3E9R PE 0.0 12 16.5 0.0 15.1 0.0 0.009 TL 111.27 PV Pipe: 20 32.4 2.003 FL 2.50 PF 0.1 12 16.5 0.0 15.1 0.0 3.3 150 FTG ER FE 1.1 13 14.0 0.0 16.1 0.0 0.009 TL 12.20 PV Pipe: 21 32.4 2.003 FL 34.75 PF 0.5 13 14.0 0.0 16.1 0.0 3.3 150 FTG E4R FE 0.0 14 14.0 0.0 15.6 0.0 0.009 TL 56.45 PV Pipe: 22 22.0 1.58 FL 43.75 PF 1.0 1 14.0 0.0 18.3 0.0 3.5 150 FTG T9R PE 0.0 15 14.0 0.0 17.3 0.0 0.013 TL 76.45 PV Pipe: 23 22.0 1.598 PL 2.50 PF. 0.1 15 14.0 0.0 17.3 0.0 3.5 150 FTG E FE -1.1 16 16.5 0.0 16.1 0.0 0.013 TL 6.50 PV . Pipe: 24 22.0 1.598 FL 14.92 PF 0.4 16 16.5 0.0 16.1 0.0 3.5 150 FTG 3E2R FE 0.0 17 16.5 0.0 15.7 0.0 0.013 TL 32.32 PV Pipe: 25 9.2 1.598 FL 40.25 PF 0.2 17 16.5 0.0 15.7 0.0 1.5 150 FTG ET7R PE 0.0 18 16.5 0.0 15.5 0.0 0.003 TL 71.55 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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: 26 12.7 1.598 PL 35.25 PF 0.2 17 16.5 0.0 15.7 0.0 2.0 150 FTG 4R PE 0.0 19 16.5 0.0 15.5 0.0 0.005 TL 46.05 PV Pipe: 27 9.2 1.598 PL 5.00 PF 0.0 18 16.5 0.0 15.5 0.0 1.5 150 FTG ER FE 0.0 19 16.5 0.0 15.5 0.0 0.003 TL 11.70 PV Pipe: 28 22.0 1.598 PL 3.08 PF 0.2 19 16.5 0.0 15.5 0.0 3.5 150 FTG T PE 0.0 20 16.5 0.0 15.3 0.0 0.013 TL 11.48 PV Pipe: 29 22.0 1.598 PL 2.50 PF 0.1 20 16.5 0.0 15.3 0.0 3.5 150 FTG E FE 1.1 21 14.0 0.0 16.3 0.0 0.013 TL 6.50 PV Pipe: 30 22.0 1.598 FL 39.42 PF 0.7 21 14.0 0.0 16.3 0.0 3.5 150 FTG 2E2R PE 0.0 22 14.0 0.0 15.6 0.0 0.013 TL 52.82 PV Pipe: 31 22.0 2.423 PL 8.00 PF 0.0 22 14.0 0.0 15.6 0.0 1.5 150 FTG T FE 0.0 14 14.0 0.0 15.6 0.0 0.002 TL 22.70 PV Pipe: 32 54.4 2.423 PL 6.58 PF 0.2 14 14.0 0.0 15.6 0.0 3.8 150 FTG TR PE 0.0 9 14.0 0.0 15.3 0.0 0.009 TL 26.18 PV Pipe: 33 31.7 2.423 PL 3.50 PF 0.1 8 14.0 0.0 15.4 0.0 2.2 150 FTG ER FE 0.0 9 14.0 0.0 15.3 0.0 0.003 TL 15.30 PV Pipe: 34 86.1 2.423 PL 41.83 PF 2.0 9 14.0 0.0 15.3 0.0 6.0 150 FTG 2FT6R PE 0.0 23 14.0 0.0 13.3 0.0 0.022 TL 92.13 PV Pipe: 35 86.1 2.423 PL 0.58 PF 0.2 23 14.0 0.0 13.3 0.0 6.0 150 FTG E PE -0.3 24 14.6 0.0 12.9 0.0 0.022 TL 7.48 PV Pipe: 36 46.4 2.423 PL 12.00 PF 0.3 24 14.6 0.0 12.9 0.0 3.2 150 FTG ETR FE -0.9 26 16.7 0.0 11.7 0.0 0.007 TL 38.50 PV Pipe: 37 32.8 2.423 FL 11.67 PF 0.1 26 16.7 0.0 11.7 0.0 2.3 150 FTG ER FE 1.0 27 14.3 0.0 12.7 0.0 0.004 TL 23.47 PV Pipe: 38 32.8 2.003 PL 32.42 PF 0.6 27 14.3 0.0 12.7 0.0 3.3 150 FTG 2E6R PE -0.8 28 16.1 0.0 11.3 0.0 0.009 TL 67.82 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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: 39 32.8 2.003 PL 2.08 PF 0.1 28 16.1 0.0 11.3 0.0 3.3 150 FTG T PE 0.0 28A 16.1 0.0 11.2 0.0 0.009TL 14.08 PV Pipe: 40 6.7 2.003 PL 8.92 PF 0.0 28A 16.1 0.0 11.2 0.0 0.7 150 FTG 4R FE 0.0 33 16.1 0.0 11.1 0.0 0.000 TL 24.92 PV Pipe: 41 13.6 1.394 PL 1.42 PF 0.1 26 16.7 0.0 11.7 0.0 2.8 150 FTG T PE -0.6 31 18.1 0.0 11.0 0.0 0.010 TL 8.72 PV Pipe: 42 13.6 1.394 PL 44.58 PF 0.7 31 18.1 0.0 11.0 0.0 2.8 150 FTG T5R PE 0.0 32 18.1 0.0 .10.4 0.0 0.010 TL 63.38 PV Pipe: 43 13.6 1.394 PL 2.00 PF 0.1 32 18.1 0.0 10.4 0.0 2.8 150 FTG T FE 0.9 33 16.1 0.0 11.1 0.0 0.010 TL 9.30 PV Pipe: 44 20.3 2.003 PL 1.58 PF 0.1 33 16.1 0.0 11.1 0.0 2.1 150 FTG T PE 0.0 30 16.1 0.0 11.1 0.0 0.004 TL 13.58 PV Pipe: 45 39.7 2.003 PL 1.75 PF 0.2 24 14.6 .0.0 12.9 0.0 4.0 150 FTG T PE 0.3 25 13.9 0.0 13.0 0.0 0.013 TL 13.75 PV Pipe: 46 39.7 2.003 PL 34.17 PF 0.9 25 13.9 0.0 13.0 0.0 4.0 150 FTG 2E6R FE -0.9 29 16.1 0.0 11.2 0.0 0.013 TL 69.57 PV Pipe: 47 16.3 2.003 FL 11.50 PF 0.1 29 16.1 0.0 11.2 0.0 1.7 150 FTG T2R FE 0.0 30 16.1 0.0 11.1 0.0 0.003 TL 31.50 PV Pipe: 48 23.4 2.003 FL 0.75 PF 0.1 29 16.1 0.0 11.2 0.0 2.4 150 FTG T FE 0.0 29A 16.1 0.0 11.1 0.0 0.005 TL 12.75 PV Pipe: 49 . 23.4 2.003 PL 26.50 PF 0.4 29A 16.1 0.0 11.1 0.0 2.4 150 FTG 3E2T4R PE 0.0 34 16.1 0.0 10.7 0.0 0.005 TL 83.60 PV Pipe: 50 23.4 2.003 PL 6.58 PF 0.1 34 16.1 0.0 10.7 0.0 2.4 150' FTG E FE 2.9 35 9.5 0.0 13.5 0.0 0.005 TL 12.28 PV Pipe: 51 23.4 2.003 PL 5.75 PF 0.1 35 9.5 0.0 13.5 0.0 2.4 150 FTG ETR PE 49 9.5 0.0 13.4 0.0 0.005 TL 27.45 FV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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: 52 36.6 2.003 PL 20.75 PF 0.6 30 16.1 0.0 11.1 0.0 3.7 150 FTG 2ET2R PE -0.4 36 17.0 0.0 10.1 0.0 0.011 TL 52.15 PV Pipe: 53 34.4 1.394 PL 2.50 PF 0.6 36 17.0 0.0 10.1 0.0 7.2 150 FTG T PE 0.0 37 17.0 0.0 9.5 0.0 0.059 TL 9.80 PV Pipe: 54 34.4 1.394 PL 1.25 PF 0.3 37 17.0 0.0 9.5 0.0 7.2 150 FTG E PE -0.5 38 18.2 0.0 8.7 0.0 0.059 TL 5.05 PV Pipe: 55 34.4 1.394 PL 0.67 PF 0.3 38 18.2 0.0 8.7 0.0 7.2 150 FTG E FE 0.0 201 18.2 4.2 8.4 12.2 0.059 TL 4.47 PV Pipe: 56 22.2 1.394 PL 6.00 PF 0;2 201 18.2 42 8.4 12.2 4.7 150 FTG R PE 0.0 202 18.2 4.2 8.2 12.0 0.026 TL 8.30 PV Pipe: 57 10.1 1.394 PL 6.00 PF 0.1. 202 18.2 4.2 8.2 12.0 2.1 150 FTG R PE 0.0 203 18.2 4.2 8.2 12.0 0.006 TL 8.30 PV Pipe: 58 -1.9 1.394 PL 6.00 PF 0.0 203 18.2 4.2 8.2 12.0 0.4 150 FTG R FE 0.0 204 18.2 4.2 8.2 12.0 0.000 TL 8.30 PV Pipe: 59 -13.9 1.394 PL 6.00 PF 0.1 204 18.2 4.2 8.2 12.0 2.9 150 FTG R PE 0.0 205 18.2 4.2 8.3 12.1 0.011 TL 8.30 PV Pipe: 60 . -25.9 1.394 PL 0.50 PF 0.1 205 18.2 4.2 8.3 12.1 5.5 150 FTG R PE 0.0 39 18.2 0.0 8.4 0.0 0.035 TL 2.80 PV Pipe: 61 -25.9 1.394 FL 8.75 PF 0.4 39 18.2 0.0 8.4 0.0 5.5 150 FTG E FE .3.8 40 9.5 0.0 12.6 0.0 0.035 TL 12.55 PV Pipe: 62 -25.9 1.394 FL 4.08 PF 0.3 40 9.5 0.0 12.6 0.0 5.5 150 FTG E PE 0.0 63 9.5 0.0 12.9 0.0 0.035 TL 7.88 PV Pipe: 63 2.2 2.003 PL 7.33 PF 0.0 36 17.0 0.0 10.1 0.0 0.2 150 FTG E3R PE 0.4 41 16.1 0.0 10.5 0.0 0.000 TL 25.03 PV Pipe: 64 2.2 2.003 FL 6.58 PF 0.0 41 16.1 0.0 10.5 0.0 0.2 150 FTG E FE 2.9 42 9.5 0.0 13.4 0.0 0.000 TL 12.28 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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: 65 2.2 2.003 PL 5.75 PF 0.0 42 9.5 0.0 13.4 0.0 0.2 150 FTG ETR PE 0.0 47 9.5 0.0 13.4 0.0 0.000 TL 27.45 PV Pipe: 66 26.1 2.003 PL 26.67 PF 0.5 28A 16.1 0.0 11.2 0.0 2.7 150 FTG 2E2T5R PE 0.0 43 16.1 0.0 10.7 0.0 0.006 TL 82.07 PV Pipe: 67 26.1 2.003 PL 6.58 PF 0.1 43 16.1 0.0 10.7 0.0 2.7 150 FTG E PE 2.9 - 44 9.5 0.0 13.4 0.0 0.006 TL 12.28 PV Pipe: 68 26.1 2.003 PL 5.75 PF 0.1 44 9.5 0.0 13.4 0.0 2.7 150 FTG ER FE 0.0 45 9.5 0.0 13.3 0.0 0.006 TL 15.45 PV Pipe: 69 -5.1 2.003 PL 4.17 PF 0.0 45 9.5 0.0 13.3 0.0 0.5 150 FTG T PE 0.0 46 9.5 0.0 13.3 0.0 0.000 TL 16.17 PV Pipe: 70 0.0 1.101 PL 1.50 PF 0.0 46 9.5 0.0 13.3 0.0 0.0 150 FTG ET FE 0.2 101 9.0 0.0 13.6 0.0 0.000 TL 10.00 PV Pipe: 71 -5.1 2.003 PL 8.75 PF 0.0 46 9.5 0.0 13.3 0.0 0.5 150 FTG R PE 0.0 47 9.5 0.0 13.4 0.0 0.000 TL 12.75 PV Pipe: 72 -2.9 2.003 PL 8.75 PF 0.0 47 9.5 0.0 13.4 0.0 0.3 150 FTG R FE 0.0 48 9.5 0.0 13.4 0.0 0.000 TL 12.75 PV Pipe: 73 0.0 1.101 FL 1.50 PF 0.0 48 9.5 0.0 13.4 0.0 0.0 150 FTG ET FE 0.2 102 9.0 0.0 13.6 0.0 0.000 TL 10.00 PV Pipe: 74 -2.9 2.003 FL 2.58 PF 0.0 48 9.5 0.0 13.4 0.0 0.3 150 FTG R PE 0.0 49 9.5 0.0 13.4 0.0 0.000 TL 6.58 PV Pipe: 75 20.5 2.003 FL 7.83 PF 0.1 49 9.5 0.0 13.4 0.0 2.1 150 FTG 2R FE 0.0 50 9.5 0.0 13.3 0.0 0.004 TL 15.83 PV Pipe: 76 0.0 1.101 PL 3.58 PF 0.0 50 9.5 0.0 13.3 0.0 0.0 150 FTG 2ET FE 0.2 103 9.0 0.0 13.5 0.0 0.000 TL 14.58 PV Pipe: 77 20.5 2.003 FL 9.00 PF 0.1 50 9.5 0.0 13.3 0.0 2.1 150 FTG R FE 0.0 51 9.5 0.0 13.2 0.0 0.004 TL 13.00 FV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 * DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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: 78 0.0 1.101 PL 0.50 PF 0.0 51 9.5 0.0 13.2 0.0 0.0 150 FTG T PE 0.2 104 9.0 0.0 13.5 0.0 0.000 TL 6.50 PV Pipe: 79 20.5 2.003 PL 4.92 PF 0.0 51 9.5 0.0 13.2 0.0 2.1 150 FTG R PE 0.0 52 9.5 0.0 13.2 0.0 0.004 TL 8.92 PV Pipe: 80 0.0 1.101 PL 0.50 PF 0.0 52 9.5 0.0 13.2 0.0 0.0 150 FTG. T PE 0.2 105 9.0 0.0 13.4 0.0 0.000 TL 6.50 PV Pipe: 81 20.5 2.003 PL 2.50 PF 0.0 52 9.5 0.0 13.2 0.0 2.1 150 FTG R PE 0.0 53 9.5 0.0 13.2 0.0 0.004 TL 6.50 PV Pipe: 82 S 20.5 2.003 PL 6.50 PF 0.1 53 9.5 0.0 13.2 0.0 2.1 150 FTG TR PE 0.0 54 9.5 0.0 13.1 0.0 0.004 TL 22.50 PV Pipe: 83 0.0 1.101 PL 1.50 PF 0.0 54 9.5 0.0 13.1 0.0 0.0 150 FTG 2T PE 0.2 106 9.0 0.0 13.3 0.0 0.000 TL 13.50 PV Pipe: 84 20.5 2.003 PL 3.83 PF 0.0 54 9.5 0.0 13.1 0.0 2.1 150 FTG R PE 0.0 55. 9.5 0.0 13.1 0.0 0.004 TL 7.83 PV Pipe: 85 20.5 2.003 PL 3.42 PF 0.1 55 9.5 0.0 13.1 0.0 2.1 150 FTG T PE 0.0 56 9.5 0.0 13.0 0.0 0.004 TL 15.42 PV Pipe: 86 0.0 1.101 PL 4.75 PF 0.0 56 9.5 0.0 13.0 0.0 0.0 150 FTG 2ET PE 0.2 107 9.0 0.0 13.2 0.0 0.000 TL 15.75 PV Pipe: 87 20.5 2.003 PL 4.00 PF 0.0 56 9.5 0.0 13.0 0.0 2.1 150 FTG R PE 0.0 57 9.5 0.0 13.0 0.0 0.004 TL 8.00 PV Pipe: 88 0.0 1.101 PL 2.25 PF 0.0 57 9.5 0.0 13.0 0.0 0.0 150 FTG ET PE 0.2 108 9.0 0.0 13.2 0.0 0.000 TL 10.75 PV Pipe: 89 20.5 2.003 PL 9.83 PF 0.1 57 9.5 0.0 13.0 0.0 2.1 150 FTG R PE 0.0 58 9.5 0.0 12.9 0.0 0.004 TL 13.83 PV Pipe: 90 0.0 1.101 PL 1.00 PF 0.0 58 9.5 0.0 12.9 0.0 0.0 150 FTG ET PE 0.2 109 9.0 0.0 13.1 0.0 0.000 TL j9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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: 91 20.5 2.003 PL 6.42 PF 0.1 58 9.5 0.0 12.9 0.0 2.1 150 FTG 3R PE 0.0 59 9.5 0.0 12.9 0.0 0.004 TL 18.42 PV. Pipe: 92 12.9' 1.101 PL 1.92 PF 0.2 59 9.5 0.0 12.9 0.0 4.3 150 FTG T PE 0.0 66 9.5 0.0 12.6 0.0 0.030 TL 7.92 PV Pipe: 93 0.0 1.101 PL 1.50 PF 0.0 66 9.5 0.0 12.6 0.0 0.0 150 FTG ER PE 0.2 110 9.0 0.0 12.8 0.0 0.000 TL 5.70 PV Pipe: 94 12.9 1.101 PL 6.50 PF 0.4 66 9.5 0.0 12.6 0.0 4.3 150 FTG T PE -2.8 206 16.0 4..2 9.4 12.9 0.030 TL 12.50 PV Pipe: 95 7.6 2.003 PL 0.50 PF 0.0 59 9.5 0.0 12.9 0.0 0.8 150 FTG R PE 0.0 60 9.5 0.0 12.8 0.0 , 0.001 TL 4.50 PV Pipe: 96 12.9 1.101 PL 5.42 PF 0.3 60 9.5 0.0 12.8 0.0 4.3 150 FTG T PE 0.0 67 9.5 0.0 12.5 0.0 0.030 TL 11.42 PV Pipe: 97 12.9 1.101 PL 6.50 PF 0.3 67 . 9.5 0.0 12.5 0.0 4.3 150 FTG E PE -2.8 207 16.0 4.2 9.4 12.9 ' 0.030 TL 9.00 PV Pipe: 98 -5.3 2.003 PL 1.08 PF 0.0 60 9.5 0.0 12.8 0.0 0.5 150 FTG R FE 0.0 61 9.5 0.0 12.9 0.0 0.000 TL 5.08 PV Pipe: 99 0.0 1.101 PL 0.50 PF 0.0 61 9.5 0.0 12.9 0.0 0.0 150 FTG T PE 0.2 111 9.0 0.0 13.1 0.0 0.000 TL 6.50 PV Pipe: 100 -5.3 2.003 PL 11.25 PF 0.0 61 9.5 0.0 12.9 0.0 0.5 150 FTG R PE 0.0 62 9.5 0.0 12.9 0.0 0.000 TL 15.25 , PV. Pipe: 101 0.0 1.101 PL 0.50 PF 0.0 62 9.5 0.0 12.9 0.0 0.0 150 FTG T FE 0.2 11.2 9.0 0.0 13.1 0.0 0.000 TL 6.50 PV Pipe: 102 -5.3 2.003 FL 0.50 PF 0.0 62 9.5 0.0 12.9 0.0 0.5 150 FTG R FE 0.0 63 9.5 0.0 12.9 0.0 0.000 TL 4.50 PV Pipe: 103 -31.2 2.003 PL 9.67 PF 0.2 63 9.5 0.0 12.9 0.0 3.2 150 FTG TR PE 0.0 64 9.5 0.0 13.1 0.0 0.008 TL 25.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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: 104 0.0 1.101 PL 0.50 PF 0.0 64 9.5 0.0 13.1 0.0 0.0 150 FTG T FE 0.2 113 9.0 0.0 13.3 0.0 0.000 TL 6.50 PV Pipe: 105 -31.2 2.003 PL 1.75 PF 0.0 64 9.5 0.0 13.1 0.0 3.2 150 FTG R FE 0.0 65 9.5 0.0 13.1 0.0 0.008 TL 5.75 PV Pipe: 106 -31.2 2.003 FL 10.42 PF 0.2 65 9.5 0.0 13.1 0.0 3.2 150 FTG TR FE 0.0 45 9.5 0.0 13.3 0.0 0.008 TL 26.42 PV NOTES (HASS) : Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by I-IRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to providean average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.079 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 7.2 ft/sec at pipe 55. Items listed in bold print on the cover sheet are automatically transferred from the calculation report.. Available pressure at source node SRC under full flow conditions is 107.38 psi with a flow of 302.12 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) 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 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee. LngEil ChkVlv BfyVlv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kpig ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 2.423 3.10 6.90 14.70 4.90 2.00 21.00 2.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkVlv BfyVlv catVlv AimChk DPVlv NPTee 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 P R E S S U R E 100.0 G A U G E 80.0 60.0 40.0 20.0 0.0 -14. p S i WATER SUPPLY ANALYSIS Static: 108.00 psi Resid: 20.00 psi Flow: 4415.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 8/11/2017H-REC BLDG 07-24-17\ROBERTSON RANCH REC AREA-2 (ATTIC) .SDF JOB TITLE: ROBERTSON RANCH REC BLDG AREA-2 (ATTIC) WATER SUPPLY CURVE 1080 \ 99+ \ I \ I \ 90+ \ I \ \ I \ 81+ \ \ \ I \ P72+ \ R I \ E I \ S I \ S 63+ \ U I R I \ E \ 54+ \ ( I P I \ S I \ 145+ \ ) I \ 36+ x \ I \ \ 27+ \ I \ I===================== <-20.0 psi @ 4415 gpm 18+ LEGEND Flow Test Point I X = Required Water Supply I 34.40 psi 8 186.1 gpm 9+ I 0 = Available Water Supply I 107.75 psi 8 186.1 gpm " 'I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) , ... , ' Imp INNOVATIVE low _ qm - FIRE PROTECTION, INC - HYDRAULIC CALCULATIONS FOR ROBERTSON RANCH RECREATION BLDG 2600 GAGE DRivE CARLSBAD, CA 92013 REMOTE AREA-2 (ATTIC) FILE NUMBER: ROBERRTSON RANCH REC BLDG AREA 1.sdf DATE: 06/04/2017 —DESIGN DATA— OCCUPANCY CLASSIFICATION: DESIGN DENSITY: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SYSTEM FIRE FLOW REQUIRED: SPRINKLER FLOW & PRESSURE REQ'D (AT NODE BOR): FIRE SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN / LAYOUT BY: AumoRrrY HAVING JURISDICTION (AHJ): LIGHT HAZARD .10/7 HEADS (610 SQ Fr) 120 SQ Fr 7 SPRINKLERS (5 BB'S & 2 AP's) 186.1 GPM (INCL. 100 GPM HOSE ALLOW) 86.1 GPM @ 24.3 iSi 5.6 K INNOVATIVE FIRE PROTECTION, INC LICENSE C16-711148 CARLSBAD FIRE DEPARTMENT WATER FLOW AVAILABILITY DATA: STATIC: 108 psi RESIDUAL: 20 psi FLOW: 4415 GPM SOURCE: CARLSBAD WATER AUTHORITY AND DEXTER WILSON ENGINEERING DATE: 10/11/17 CALCULATIONS BY MASS COMPUTER PROGRAM MRS SYSTEMS, INC. ATLANTA, GA .10 FfC- ~b age : I S f 7 SENJU SPRINKLER CO.,LTD. EUZ__ Commercial Flat Concealed Sprinkler. Pendent, Quick & Standard Response, Standard Coverage, Model: RC-QR. K-Factor: 5.6, SIN: SS9561 F 7 I GENERAL DESCRIPTION The Model RC-QR Commercial Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and quick/standard response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model RC-QR should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. They are to be used in wet pipe sprinkler systems per NFPA 13. The Model RC-QR has a 5.6 (80.6 LPMIbar112) K-factor. For extended installation flexibility, the Model RC-QR provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-QR allows for an increased chance of occupants' escape or evacuation in case of fire. However, fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. WARGB The Model RC-QR must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No. U036884 Date : Jun/17/2014 , TECHNICAL DATA Page .• 2 of 7 Approvals: Listed I as Quick Response FM Approved I as Standard Response Sprinkler Identification Number (SIN): S59561 Maximum Working Pressure: 175p5i (12.1 bar) Discharge Coefficient (Nominal K-Factor): K=5.6 GPMIpsi 12 (80.6 LPMlbar112) Temperature Rating: 162'F I 72°C Sprinkler 140"F 1600C Cover Plate Vertical Adjustment: 1/2 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on page 7 for more detail. Physical Characteristics: Ref. Figure 1 2- )e" ( 52mm) NPT1J arking Year of Manufacture SIN : SS9561 K-factor: K5.6 —Temperature Rating : 167F/72C _________ Control No. : 177R E UL Mark r-. FM Mark L) (1) Body (CopperJIoy) ) Deflector (Phosphorus Bronze) Casket (PTFE) ® Fusible Metal (Solder) G Heat Collector (Copper) () Cover Plate Assembly /"Marking (Deflector) 'Marking (Deflector) 2- /" ( 68mm) or 3- Y4" 83mm) L SIN : SS9561 J- K-factor: K5.6 or UL only : 2- /e" square (068mm) F-Temperature Rating : 162'F/77C UL Mark F).l Mark FIGURE 1. Model RC-QR K=5.6 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purpose only) DESIGN CRITERIA The Model RC-QR sprinklers are listed by UL and C-UL as quick response I standard coverage for use in accordance with NFPA standard, also the model is FM Approved as a Standard Response, No-Corrosive Atmospheres. The herein stated rules for use and installation of the Model RC-QR are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Document No. U036884 Date . Jun/I 712014 1 Ot SENJU SPRINKLER COS,LTD. fi Commercial Flat Concealed Sprinkler. Pendent, Quick & Standard Response, Standard Coverage, Model: CN-QR, K-Factor: 5.6. SIN: SS9521 u El El GENERAL DESCRIPTION The Model CN-QR Commercial Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and quick/standard response. The frame of the sprinkler hides the deflector, gasket, etc., which is in turn concealed above the ceiling by the cover plate assembly. The cover plate has a flat profile, and its diameter is extremely small. The push-on/thread-on, thread-off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model CN-QR should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. They are to be used in wet pipe sprinkler systems per NFPA 13. The Model CN-QR has a 5.6 (80.6 LPMIbar112) K-factor. For extended installation flexibility, the Model CN-QR provides 318 inch (9.0mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model CN-QR allows for an increased chance of occupants' escape or evacuation in case of fire. However, fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes; WART%TINGS The Model CN-QR must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. - In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No. U029323 Date . Jun/17/2014 Page . 2 of 6 1- /8" (35mm) NPTY2 Marking 4 Temperature Rating Listing Mark I ID Number (SIN) E 3 Country Origin '- 2 I.. 5 6Vench Slots I 6 - - - - COMPONENTS (MATERIALS): 1- Body (Copper Alloy) (] 0 2- Frame (Bronze) Deflector (Phosphorus Bronze) Gasket (PTFE) I 5- Fusible Metal (Solder) I 6- Heat Collector (Copper) 2— %" (60mm) 7- Cover Plate Assembly FIGURE 1. Model CN-QR K5.6 'I TECHNICAL DATA Approvals: UL8 Listed I as Quick Response FM Approved I as Standard Response Sprinkler Identification Number (SIN): SS9521 Maximum Working Pressure: 175p51 (12.1bar) Discharge Coefficient (Nominal K-Factor): K=5.6 GPMIpsi12 (80.6 LPMIbar1 ) Temperature Rating: 1620F1720C/Sprinkler with 140°FI60°ClCover Plate 205°F/96°C/Sprinkler with 162°F/72°C/Cover Plate (UL Listed only) Vertical Adjustment: 318 inch (9.0 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 6 for more detail. Physical Characteristics: Ref. Figure 1 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts and as a result the Cover Plate is released. The two Heat Collectors are exposed and when sufficient heat from the fire is recorded, internal components of the sprinkler to fall apart. This leads to the dropping of the Deflector into its operating position, allowing the water flow to be distributed on the affected by fire area. (Ref. Figure 2) Normal Condition =0 Cover Plate Operation no Sprinkler Operation FIGURE 2. OPERATION PROCESS Water Discharge DESIGN CRITERIA The Model CN-QR sprinklers are listed by UL and C-UL as quick response / standard coverage for use in accordance with NFPA standard, also the model is FM Approved as a Standard Response, No-Corrosive Atmospheres. The herein stated rules for use and installation of the Model CN-QR are provided by the manufacturer and must be strictly implemented for safe and full results. Document No. U029323 Date Jun/17/2014 tqca tection Products Models EiftJ SD, HIP, igiire.nd i' Specific A 4icior ik: For Prolectthg Attic Worldwide www.tyco-fire.com Contacts General Description The TYCO Model BB (Back to Back), SD (Single Directional), HIP, and AP (Attic Plus) Specific Application Sprin- klers for Protecting Attics are fire sprinklers for combustible and non- combustible sloped att spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Applica- tion Combustible Concealed Space Sprinkler having specific applica- tion criteria for its use with the Mod- els BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces, and when compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branch- line materials and the associated in- stallation labor. The Specific Applica- tion SpnnKlers fo Protecting Attics have undergone the most extensive fire testing ever performed for sloped attic spaces. They are UL Listed with their specific applicatk:n guidelines for use as special sprinkleis as defined by the National Fire Protection Associa- tion (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 13. Table 8.6.2.2.1(a) and Section 8.6.4.1.4. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to [all to operate in afire situation or cause it to operate prematurely. Page 1 of 28 The Sp2i:VIC App!icatoii P tic Sprin- kles ea the fvst sprinklers ic be: Listcd for extended coverage in combustible construction Full-scale fire tested in both wet and dry system scenarios Full-scale tested for use in wood truss construction Listed for specific roof slopes (Ref. Table A) The Specific Applbation Attic Sprin- klers provide the best level of pro- tection, and control cost by eliminat- ing the need for additional sprinklers and branchline piping. In many cas- es, an attic can be entirely protected with just one line of piping located be- low the peak of the roof using Model B13 (Back to Back) Sprinklers. If there is a need for Model SD (Single Direc- tional) or Model HIP Sprinklers, one line of either of these sprinkler types is sufficient at. each area being cov- ered. For example and assuming the use of Standard Spray Sprinklers, a sysern in a 60 foot (18,3 m) wide attic, with up:tb a 12:12.. pitch, designed to th&2007 edition of NFPA 13, would require seven branchlines to cover the main portion of ,tj attic and several additional brarichlines to cOver the hip areas. With the Specific 'Application Attic Sprinklers, the required coverage can be obtained with just one branch- line running below the peak and one down each slope of the hip beam. This wod result in approximately 90% less pipe needed for installation. This reduction in the number of branch- lines saves the cost of the pipe, fit- t;ngc, .n;ors an associated labor by eliminating up to five brancnes. Another irnportnt aspect of the Spe- cific AppUcation Attic Sprinkler tech- nology is the reduction in system volume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly allow for qL.icker water deliv- ery times, eliminating the need for an accelerator. AUGUST 2014 TP61O TFP6IO Page 2 of 28 * I Components: I I 1 -Frame 4-Bulb I I 2 - Button 5 - Compression I I3 - Sealing Screw I Assembly 6 - Deflector 2-1/4 1-5/8' r 3/ 116' (28,6 mm) (57,2 mm) (41,3 mm)l \5 i p FLOW FLOW 2-1/8' T 2 (54,0 mm) THREAD RELIEF NPT / 1/2" (12,7 mm) —t NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE A MODELS BB1, BB2 & BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/4" i 1-5/8" (57,2 mm) r(41,3 mm) 13/16" (28,6 mm) (20,6 mm)b 671 FLOW -_ii_ 2-1/8W 11 \ *_ FLOW I 2 (54,0 mm - THREAD I RELIEF 7/16(11,1 mm)i / 1/2" NPT / NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE C MODELS BBI, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 9 - Rivet 2 - Cap Screw 6 - Lever 3 - Sealing 10 - Diffuser Assembly 4 - Saddle 7 - Deflector 11 - Link Frame Assembly r10 1-9/16" 2-1/4 (39,7 mm)1 (57,2 mm) 11 9 ________________ 1-1/8 (28,6 mm) 84 7 I FLOW tr FLOW 2-1/2 (63,5 mm) I /4FRAME 63 ARMS 2 3 4 WRENCH 1/2 7/16" HEX NPT (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE B MODELS BB 1, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: I 1 - Body I 2 - Cap I 3 - Sealing Assembly 4 - Saddle I 5 - Compression 8 - Deflector I Screw 9 - Rivet I Lever 10 - Link I Deflector Assembly I Frame I 2-1/8" (333 mm) H(54,O mm) 8 (33,4 mm) P 9 FLOW 10 FRAME ARMS 6 (76,2 mm) H 7 5z ' 4 I 2 1 7/16" (11,1 mm) WRENCH 1/2 NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE D MODELS SD1, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFP61O Page 3 of 28 Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/8 I— 2" (54,0 mm) (50,8 mm) 1-1/16 1-1/4 - (27,0 mm) (31,8 mm) LOW W3T H FR E.A D ELIEF 7/16 (11,1 mm)J 1/2 NPT NOMINAL WRENCH FRAME MAKE-IN CROSS FLATS ARMS SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 5 - Compression 2 - Sealing Screw Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring 1-11/16 6 (42,9 mm) 5 RAME ARMS SPRINKLER (57,2 mm) 3 : RENciti&L 1 1/2 NPT 7/16(11,1 mm) NOMINAL MAKE-IN CROSS SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS The other cost reduction is the Listing of BlazeMaster CPVC for use in attic spaces to feed the wet system Spe- cific Application Sprinklers for Pro- tecting Attics, as well as to feed the wet system sprinklers below the ceil- ing. Traditionally, BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of us- ing 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 Pro- tecting Attics - BB (Back to Back Dual Directional), SD (Single Directional), HIP, and AP (Attic Plus). The BB (Back to Back) and SD (Single Directional) Sprinklers have three (3) separate ver- sions 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 Model BB Specific Application At- tic Sprinkler (Figures A, B & C) throws a narrow but long pattern. The nar- row 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 (9,1 m) in each direction when measured horizontal- ly. There are three (3) different models (i.e., BB1, BB2, and BB3) that account for different roof slopes, and each model is provided in one of three dif- ferent orifice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Model SD (Single Directional) Specific Application Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, un- like the Model BB, the Model SD only throws 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 (Single Directional) would be used on one side of the slope and AP Sprin- klers or Standard Spray Sprinklers would be used to protect the other side. The Model SD Sprinklers must be installed in a vertical upright orien- tation and not angled with the slope. (Achieving the vertical upright orien- tation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and paral- lel to the roof hip.) There are three (3) different models (SD1, S132, and SD3) that account for different roof slopes. HIP Sprinkler The HIP Specific Application Attic Sprinkler (Figure E) covers the area of the hip in the attic. This is a slight- ly different concept than the BB (Back to Back) or SD (Single Directional). The HIP Sprinkler is located along the slope running down the hip, and throws a 900 pattern toward the out- side eaves. This pattern allows the water to "corner" and control the fire. The HIP does not throw much water directly up or down the hip, but rath- er it throws most of the pattern out to each side (900) down the slope of the roof. This sprinkler is typically spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprin- kler, the framing must be perpendicu- lar to the outside wall (Ref. Figure 12) and the maximum throw cannot ex- ceed 28 feet (8,5 m) measured hori- zontally. The HIP, unlike the BB (Back to Back) and SD (Single Directional), is installed with the deflector parallel with the slope. There is only one mod- el with flows and pressures for two different spacings. TFP6IO Page 4 of 28 AP Sprinkler (Attic Plus) The AP Sprinklers are to be installed in the upright orientation with their de- flector parallel to the roof. The Model AP Sprinklers (Figure F) are intended to be used to provide protection of at- tic areas outside the scope of appli- cations for the BB, SD, or HIP Sprin- klers. The AP Sprinklers must only be used in conjunction with other Specific Application Attic Sprinklers, i.e., BB, SD, and HIP, or as permitted in other sections of this document. When used, the AP Sprinklers will pro- vide a hydraulic advantage over Stan- dard Spray Sprinklers for the protec- tion of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. NOTICE The Specific Application Sprinklers for Protecting Attics described here- in 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 main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any. questions. Sprinkler Identification Number (SIN) TY4180* - 13131, K=8.0 TY4181* - 13132, K=8.0 1Y4182* - BB3, K=8.0 TY3180* - BB1, K=5.6 TY3181* - BB2, K=5.6 TY3182* - BB3, K=5.6 TY2180 - BB1, K=4.2 TY2181 - BB2, K=4.2 TY2182 - BB3, K=4.2 TY3183° - SD1, K=5.6 TY3184* - SD2, K=5.6 TY3185* - S133, K=5.6 TY3187* - HIP, K=5.6 TY3190 - AP, K=5.6 TY2190 - AP, K=4.2 * The "TY" prefix is a re-designation of the previous "C" prefix (e.g., TY4180 is a re-designation for C4180). Technical Data Approvals UL & C-UL Listed (These Approvals only apply to the service conditions indicated in the De- sign Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 gpm/psi112 (60,5 1pm/barl12) K = 5.6 gpm/psi112 (80,6 1pm/bar112) K = 8.0 gpm/psi1'2 (115,5 1pm/bar112) 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/TEFLON Bulb .....................Glass (3 mm dia.) Link .................... ... ...... ..Monel Compression Screw .................Brass Deflector.....................Brass/Bronze Physical Characteristics (Figures B & D) Body..............................Brass Cap ........... ................... Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Saddle ............................Brass Link Assembly ......................Nickel Compression Screw .................Brass Deflector.....................Brass/Bronze Lever.....................Bronze Deflector Frame ............................Bronze Diffuser............................Brass Rivet ..............................Brass Physical Characteristics (Figure F) Frame .............................Brass Button............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Compression Screw .................Brass Deflector..........................Bronze Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP (5.6 & 4.2) The glass bulb contains a fluid that ex- pands 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 sepa- rate, allowing the sprinkler to activate and water to flow. TFP6IO Page 5 of 28 Installation The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. NOTICE Do not install any bulb-type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher lev- els of torque can distort the sprinkler inlet with consequent leakage or im- pairment of the sprinkler. Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be in- stalled in the upright vertical po- sition with the flow arrows on the deflector pointing down the two op- posing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical posi- tion 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 perpendicular to the ridge of the hip roof and with the flow direction ar- rows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is parallel with the slope of the hip ridgeline.) The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. There are no flow arrows on the deflector to consider; however, a good piping practice is to position all the Model AP Sprinklers so that their frame arms are in the same direction. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. FIGURE G DO NOT GRASP DEFLECTOR 5_11~ WRENCH FLATS F ±V -:A ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH JAW FLANGE USEEND MARKED 'A" ONLY FIGURE H W-TYPE 3 SPRINKLER WRENCH For Use with BB (K=8.0) Sprinklers WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF %END WRENCH LANGES WRENCH UJAW FLANGE MARKED 'A' ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH For Use with BB (K=4.2) Sprinklers Step 3. Wrench-tighten the sprinkler using only the wrenches shown in Figures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. WRENCH :::EFFFLATS 1W SPRINKLER THREAD RELIEF WITH WRENCH 7A"O JAW FLANGES WRENCH JAW FLANGE ARKED NLY FIGURE K W- TYPE 20 SPRINKLER WRENCH For Use with HIP (K=5.6) Sprinklers WRENCH HEX APPLY /4 WRCH TO WRENCH HEX ONLY ADJUST N~~ WRENCH JAW TO FIT WRENCH /HEX FIGURE L ADJUSTABLE WRENCH For Use with BB (K=5.6) & SD (K=5.6) Sprinklers I WRENCH FLATS ENGAGE SPRINKLER UTHREADR ELIEF WITH WRENCH JAW FLANGES WRENCH JAW FLANGE MARKED— "A" ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For Use with AP (K=4.2 & 5.6) Sprinklers Note: With reference to Figure G, do not grasp the sprinkler by the deflector. TFP6IO Page 6 of 28 Design Criteria Area of Use Roof structures, combustible and noncombustible, including wood joist/ rafters 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 sec- tion 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, 21 11 & 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, 14B & 15). BB, SD, HIP, or AP Minimum-, Distance Between Sprinklers 4-feet (1,2 m) as measured along the branchline for BB and SD (Ref. Figure 3) 3 feet (0,9 m) as measured along the branchline for HIP (Ref. Figure 12) - 7 feet (2,1 m) between AP Sprinklers fBBSDiorAPMiimum Distance Between Sprinklers 6 feet (1,8 m)-on-center-along the 151anèh11ne(Ref. Figures 3 & 12) for BB, SD, and HIP For AP, the maximum spacing TiO feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to510pe. When there- smorethan one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-13-3. BB, SD, HIP, or AP Minimum Distance 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 or HIP Sprin- klers to AP Sprinklers or Standard 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 & 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) (only 4.2K 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 a nominal 12 inches (600 mm) or less BB or SD Deflector Installation Position 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) away 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 curtain. The draft curtain may be constructed of 1/2 inch (12,7 mm) plywood. 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) BlazeMaster CPVC piping may be used in a combustible concealed at- tic space requiring sprinklers when in- stalled in accordance with the follow- ing guidelines: Note: Where the use of non-combus- tible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insulation. The non-combustible insulation (i.e., fiberglass) 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 insulation with BlazeMaster CPVC by consulting www.lubrizol.com. BlazeMaster CPVC may be used to feed the wet system ceiling sprin- klers on the floor below. There must be 6 inches (152,4 mm) of noncom- bustible insulation covering the hor- izontal or vertical pipe (Ref. Figures 9A, 9B & 9C) extending 12 inch- es (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be protected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 inches (152,4 mm) of non-combustible in- sulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 9B). Insulation is for fire pro- tection purposes. It is not freeze protection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide instructions. With reference to Figure 19, Blaze- Master CPVC may be used exposed to feed wet system BB, SD, or HIP Sprinklers where: Risers are vertical and protected by a BB, SD, or HIP Sprinklers lo- cated at a maximum lateral dis- tance of 12 inches (304,8 mm) from the riser centerline BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline BB, SD, or HIP Sprinklers are on arm-overs and located at a max- imum lateral distance of 6 inch- es (152,4 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 arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (152,4 mm) from the branchline centerline 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, and heat lamps TFP6IO Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM ROOF AN, MINIMUM MINIMUM PITCH MAXIMUM MODEL K SIN FLOW, PRESSURE, ' Rise Over Run (%) WATER gpm (1pm) psi (bar) DELIVERY TIME, Seconds 13131 8.0 TY4180 w60 (18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 1Y4181 60 (18,3) 38(144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) 8B3 8.0 TY4182 s60(18,3) 40 (152) 25.0 (1,7) 10:12(83) to 12:12(100) (c) BB1 5.6 TY3180 >40 (12,2) to :s60 (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 60 (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 60 (18,3) 38 (144) 46.0 (3,2) 10:12(83) to 12:12(100) (c) BB1 56 TY3180 sr40 (12,2) 25(95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 1Y3181 s40(12,2) 25(95) 20.0(1,4) 7:12 (58) to less than 10:12 (83) (c) B133 5.6 1Y3182 s40(12,2) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (100) (c) BB1 4.2 1Y2180 s20(6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) 13132 4.2 TY2181 --520(6,1) 13 (49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45 (d) BB3 4.2 TY2182 ~20 (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 40 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 1Y3184 >30 (9,1) to :s40 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 1Y3185 >30 (9,1) to 40 (12,2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) (C) SD1 5.6 1Y3183 >10 (3,0) to s30 (9,1) 25(95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10 (3,0) to :s30 (9,1) 25(95) 20.0(1,4) 7:12 (58) to less than 10:12 (83) (C) SD3 5.6 1Y3185 >10 (3,0) to :530 (9,1) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (100) (c) SD1 5.6 1Y3183 :s10 (3,0) 19(72) 11.5(0,8) 4:12(33) to less than 7:12 (58) (c) SD2 5.6 1Y3184 s10(3,0) 19(72) 11.5(0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 1Y3185 :%10(3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 TY3187 >20 (6,1) to s28 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 1 5.6 TY3187 !;20 (6,1) 25 (95) 20.0 (1,4) 4:12 (33) to 12:12 (100) (c) AP 5.6 TY3190 10 '3, 12 (3 ' 6' -See note (e) Minimum 7 psi (0,48 bar) Minimum 0.10 gpm/ft2 (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 GB and SD root span is measured horizontally (not along the slope) as shown in Figure 1 and 2. The HIP root span is measured horizontally a$ 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 root span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 ml parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP6IO Page 8 of 28 BlazeMaster CPVC may be used exposed to provide wet system, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A & 17B) where: The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported ad- jacent to the AP Sprinkler, and ver- tical restraint is provided using the CPVC hanger support for horizon- tal 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 (3304,8 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 insulation extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Figure 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 noncombustible insula- tion on top of the branchline feed- ing the AP sprigs (Refer to Figure 17B). Insulation is for fire protection purposes. It is not freeze protec- tion. Additional depth of non-com- bustible 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, and heat lamps 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) branch lines 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 NPS (DN65). 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 hori- zontally) and the slope of the roof, and then refer to Table A. There is no in- terpolation 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 the 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] re- gardless of the length of the throw). Note: The distance along the branch- line may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maxi- mum depending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Di- rectional) Sprinklers is the distance along the branchline multiplied 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 max- imum throw measured horizontally is 40 feet (12,2 m), and the maxi- mum 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, and 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 dis- tance between the branchlines. 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-B-3. The maximum spacing per sprinkler is 120 ft2 (11,1 m2). Design Guidelines To design a project with attic sprin- klers use these steps as a guideline: Determine if single, dual directional or hip sprinkler is needed. Determine the roof slope is between 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 provid- ed 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) Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13). 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-fac- tor, BB Sprinklers to minimize over discharge. 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 lon- ger side by two to determine the spacing down the slope. Four hun- dred divided by this value will de- termine the maximum spacing along the ridge. The maximum dis- tance is 6 feet (1,8 m). For exam- ple, 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 multi- plied 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. TFP6IO Page 9 of 28 For SD Sprinklers (Single Directional) Determine the throw needed. As the 400 ft2 (37,2 m2) is not a fac- tor with the SD Sprinklers, the max- imum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 & 11). (The reason 400 ft2 is not an issue with the single di- rectional is because, at its max- imum spacing, 6 feet [1,8 m] on center / covering 40 feet [12,2 m] flat / a 12:12 slope / and the throw 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. For HIP Sprinklers Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover 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 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 truss- es. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue 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 encountered, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as mea- sured flat (plan view). If this pipe is "cut to fit", remember to account for the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view must be ac- counted 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 Specific Application Sprin- klers for Protecting Attics must be maintained and serviced in accor- dance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or product manu- facturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. 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 sprin- klers that have been exposed to cor- rosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to In- stallation Section.) Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Model (specify), (specify) K- factor, SIN (specify), Specific Applica- tion Attic Sprinkler, P/N (specify): BB1 (K=8.0), TY4180 ..................P/N 51-623-1-200 13132 (K=8.0), TY4181 ...................PIN 51-621-1-200 BB3 (K=8.0), TV4182 ..................P/N 51-622-1-200 BB1 (K=5.6), TY3180 ..................P/N 50-601-1-212 13132 (K=5.6), TY3181 ..................P/N 50-602-1-212 13133 (K=5.6), TY3182 ..................P/N 50-603-1-212 BB1 (K=4.2), TY2180 ..................P/N 50-620-1-200 BB2 (K=4.2), 1Y2181 ..................P/N 50-621-1-200 883 (K=4.2), 1Y2182 ..................P/N 50-622-1-200 SD1 (K=5.6), TY3183 ...................P/N 50-611-1-212 S02 (K=5.6), 1Y3184 ...................P/N 50-612-1-212 5D3 (K=5.6), TY3185 ..................P/N 50-613-1-212 HIP (K=5.6), TY3187 ..................P/N 51-620-1-200 AP (K=5.6), 1Y3190 .................. P/N 50-625-1-200 AP (K=4.2), 1Y2190 .................. 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 TFP6IO Page 10 of 28 FIGURE 1 6'-0"(1,83m)MAXIMUM 4-0' (1,22 m) MINIMUM I II BBor SID ATTIC II 7 II 11SPRINKLERS1 II II I RIDGE II II II II BRANCH II II II LINE II II TRUSS CEILING II FIGURE 3 6" (152,4 mm) MAX. 4" (101,6 mm) MIN. H ROOF SPAN (COVERAGE) FROM WALL DECK AP or STANDARD SPRAY SPRINKLER SINGLE DIRECTIONAL ______ SPRINKLERS -1— 7/ ') I SEE I 22" (558,8 mm) MAX. L I c] 1 mm) MIN. 6011DM OF SHEATHING " FULL WALL TO DECK DRAFT 8 CURTAIN NN TO DECK (203,2 mm) FIGURE 2 7-0" (2,1 m) MIN. FOR AP SPRINKLERS 6-0" (1,8 m) MINIMUM FOR STANDARD SPRAY SPRINKLERS II II II II \, II II APorSTANDARD 11 ATFI 11 11 SPRAY SPRINKLER SPRINKLER—' RIDGE II II II BRANCH II II II II II LINE II II II II II II II II TRUSS - 1 1 CEILING I 1 II II II II / II II II II II / II II II II I ii FIGURE 4 STANDARD TRUSS 12 4-12 ROOF SPAN (COVERAGE) BACK TO BACK SPRINKLER SCISSOR TRUSS 22" (558,8 mm) MAX. BB, SD or HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER -Or- / STANDARD FOR A ROOF PITCH LESS THAN 4:12(33%), 1[XN TRUSS 18" MIN. 2" (304,8 mm) MAXIMUM (457,2 mm) BELOW PEAK AND 1" (25,4 mm) MINIMUM BELOW BOTTOM OF TOP CHORD OR R~ RAFTER \/. SCISSOR -4'NTRUSS 26-0" (7,92 m) MINIMUM 6B, SD or HIP ATTIC SPRINKLER AP or STANDARD SPRAY SPRINKLERS FIGURE 5 FIGURE 6 6" (152,4 mm) II MINIMUM II BB, SDorHIP II II SPRINKLER Ii RIDGE II II II BRANCH II II II II II LINE II II II I I II II II TRUSS- II II CEILING 1 II II II II II II II II II / II II II II / ii 6" (152,4 mm) MAXIMUM 22 (558,8 mm) MAX. 16" (406,4 mm) MIN. 6011DM OF SHEATHING BB or HIP ATTIC SPRINKLER FIGURE 7 FIGURE 8 NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION B SPACE 6" MIN. RI (152.4 mm)J/1 CPVC PIPE CEILING JOIST \ & FITTINGS SPRINKLER CEILING FIGURE 9B TFPGIO Page 11 of 28 12"MIN. I.- 12"MIN. ATTIC mm) A' (304,8 mmT F(3104,8 SPRINKLER PROTECTED SPACE 6' MIN. (152,4 mm) CEILING / / NON-COMBUSTIBLE JOIST / INSULATION FOR FIRE / PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE V (152,4 mm) CEILING - \JOIST CEILING CPVC PIPE ELEVATION &FITTINGS CHANGE CEILING FIGURE 9C FIGURE 9 NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN (j 8" MIN. (SHOWN) (203,2 mm) OR FULL WALL I TO ROOF DECK -> ir. A A WHEN ANGLE "A" DOES NOT EQUAL ANGLE "B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP COVERAGE ON HORIZONTAL - I,- / CEILING ROOF JOIST JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP COVERAGE ON MAXIMUM HORIZONTAL 2" (50 mm) VENT PERMITTED TOP OF INSULATION NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINT AT EAVE TFP6IO Page 12 of 28 FIGURE 12 HIP ROOF INSTALLATION WITH RAFTERS FRAMED PERPENDICULAR TO OUTSIDE WALL (SHOWN WITH HIP SPRINKLERS PROTECTING HIP SLOPE & ADJACENT. AREAS TO HIP SLOPE) -7'-6' (2,3 m) MAX. HORIZONTAL I HIP SPRINKLERS BACK PROTECT AREA ON TO BACK BOTH SIDES OF I SPRINKLERS RIDGE RAFTERS IN HIP SLOPE HIP /1 1R I SLOP I F - AREA PERPENDICULAR _\11 TO OUTSIDE WALL SLOPE OUTSIDE RIDGE LINE MAXIMUM WALL 28-0 (8,5 m) HORIZONTAL HIP RIDGES I 6-0(1,8m) MAX. 3-0 (0,9 m) I SEE FIG. 11 3-0 (0,9 m) MIN. MAX. ON ON HIP SLOPE 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) 3'-0(0,9m) X MAX. ON ._/ CPVC PIPE MAYBE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW (SEE PAGE 6) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL \HIP I IS LOP E 1 vl~4 i 4 JHt'1 6-0 (1,8 m) MAX. BACK TO BACK SPRINKLERS FIGURE 13B HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) 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) TFPGIO Page 13 of 28 Attic Spaces Greater Than 60 Feet (18,3m) up to 80 Feet (24,4m) Wide, (Ref. Figures 14 & 15) Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 feet (24,4 m) wide. NOTE Attics over 80 feet (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14A & 1413), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (Ref. Fig. 14A) or Standard Spray Sprinklers (Ref. Fig. 1413) are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers. For hip roof construction (Ref. Figure 15), use 8.01K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip. AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. ISEEFIG. iii ISEEFIG. iii SO SPAN (TABLE A) BB SPAN (TABLE A) AP 10-0 MAX. I I SPRINKLERS 10-0 MAX. (3,05 m) I 68 ATTIC I SPACED (3,05 m) I AP 6'-0' SPRINKLER I TO COVERAGE (183 m). SPRINKLER SPRINKLER I 8-0' (2,4 m) AP SPRINKLER 6-0" SD ATTIC COVERAGE MAX. 7-0" (1,8 m) MAX. ON CENTER 6-0" MAX. I AP (1,83 m) SPRINKLERS 4(1-0' 22 M -' ) 6-0" MAX. 4-0" MIN. SPACED / (1,83 m) (1,22 m) 8-0" (2,4 m) TO M 7-0" (1,8 m) / , IN. ON CENTER FIGURE 14A FIGURE 14B BACK 10'-0 HIP O BACK T (3,0 m) SPRINKLERS SPRINKLERS HIP RIDGES io-o (3,0 m) AP RIDGE SPRINKLERS LINE I AT THE EAVES ROOF PERIMETER - PROTECTION SLOPE I ,. 86 SPAN (TABLE A) AREA 10.41 F(2 (3,0 m) IPE MAY BE USED IN SHADED Fj • CPVC P -0' to 10-0' I AREA FOR CEILING ,1 m to 3,0 m) PROTECTION BELOW N CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP6IO Page 14 of 28 BB ATTIC SPRINKLER 3-1/2 MIN. AIR SPACE 36 IN. (914,4 mm) (88 NO 6' MAX. ADDITIONAL SPRINKLER f lft~ (152,4 mm) REQUIRED BB ATTIC ANY SPRINKLER DISTANCE GREATER THAN 6' (152,4 mm) I ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE y 14AOR14B) s 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 1613. 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. 88 ATTIC SPRINKLER SPRINKLE 6" (15214 mm) 36" (914,4 mm) NO MINIMUM MINIMUM ADDITIONAL REQUIRED 4'i(1,2m)N MAXIMUM \\ FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER 36' (914,4 mm) ADDITIONAL AP MINIMUM MINIMUM OR STANDARD SPRAY XV SPRINKLER(S) REQUIRED (LOCATE , y/\ PER FIGURE \ 14A OR 146) GREATER THAN 4'-0" (1,2m) FIGURE 16D 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. Reference Figures 16C and 16D, where the maximum spacing for AP Sprin- klers 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"(101,4mrn-203,2mm) 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 40-48" (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 111 N PER ADDITIONAL AP XTABLE OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE ,i 14AOR14B) '. FIGURE 16E For Vertical Obstructions, the maximum dimension of the obstruction is its width and the horizontal distance away from the obstruction is measured horizontally. FIGURE 16 (1 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as TFP6IO Page 15 of 28 Figure 1SF Area Outside of Mechanical Space or Similar Compartmental 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 sprinklers 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, Intermediate 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, tile mechanical space or similar compart- mented 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 OR 36' (914,4mm NO ADDITIONAL 36' (914,4 mm) SPRINKLERS OR GREATER REQUIRED STANDARD - MECHANIC SPRAY SPRINKLER I SPACE 4' (101,6 mm) TO 6' (152,4 mm) TYR 12' (304,8 mm)TO ( 36(914,4mm) 36(914,4mm) OR GREATER INTERMEDIATE I LEVEL BB AUIC STANDARD SPRAY SPRINKLER SPRINKLER T STANDARD MECHANICAL 4' (101,6 mm) TO SPRAY SPRINKLER SPACE 6' (152,4 mm) TYP. BB ATTIC SPRINKLER STANDARD SPRAY SPRINKLER LESS THAN 12" (304,8 mm) 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" clear- ance 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 required. Otherwise, additional sprinklers are required as shown. V H B131 13132 BB3 0' 0' 1 0" 1 0' v>o" V+15' 1 V+10' 1 v+8' BOTTOM STIFFENERS TOP OF BB ATTIC DEFLECTOR SPRINKLER BB ATTIC 70% MINIMUM SPRINKLER OPEN AREA 12" MIN. 3 STIFFENERS -1/2' MIN. \K "1 / (88,9 mm) / (304,8 mm) AIR SPACE 7-1/2" MAX.__..] I I (190,5 mm) , I I 12' MIN. (304,8 mm) BBATIC LESS THAN SPRINKLER OR 70% OPEN AREA, STANDARD SPRAY OPENINGS LESS THAN SPRINKLER 12"(304,8 mm) WIDE, OR STIFFENERS INTERMEDIATE THAN GREATER LEVEL (190,5 mm) STANDARD SPRINKLER ""- WIDE / ,1Z 14 I I MECHANICAL SPACE I I NIX PROTECT WITH ADD SHEAR WALL AND I STANDARD SPRAY PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) TFP6IO Page 16 of 28 AP SPRINKLER AP 10-0" MAX. i-p-- SPRIG (3,0 nn) U 6"MIN. rJOIST I (152,4mm) FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WITHIN JOISTS 3-0" MAX. AP (09 m) -_--- SPRINKLER - AP \\ SPRIG 6"MIN. (152,4 mm) I 12" MIN. 1 12" MIN. '304,8 mm) (304,8 mm) NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION A 'MAX. . (0,9m) SPRINKLER AP c\- SPRIG 6" MIN. I NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC I PIPE, NOT FREEZE CEILING PROTECTION OPTION A 12" MIN. ' 12"MIN.j 304,8 mm) (304,8 mm NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PROTECTION OPTION B -AP SPRINKLER 10-0" MAX. AP (3,0 m) SPRIG 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B JOIST JOIST OBSTRUCTION OBSTRUCTION AP j ~~ Al i SPRINKLER SPRINKLER A~:3Cor3D 0 A 5 24 (609,6 mm) A (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW Horizontal Minimum Vertical Distance Distance Below Deflector (B) Al 3 (!052,4 mm) (76,2 mm) >6"t09" 4" (>152,4 mm to 228,6 mm) (101,6 mm) >9"tol2" 6" (>228,6 mm 10304,8mm) (88.9 mm) >12"to15" 8" (>304,8 mm to 381,0 mm) (203,2 mm) >15"to18" 9-1/2 (>381,0 mm to 457,2 mm) (241,3 mm) >18"to24" 12-1/2" (>457,2 mm to 609,6 mm) (317,5 mm) >24" to 30" 15-1/2" (>609,6mm to 762,0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS AP SPRINKLER OBSTRUCTION TFP6IO Page 17 of 28 L A = 6 (150 mm) MAX. A A B = 12" (300 mm) MAX. ANGLE SPRIG RAE BRANCHILINE VERTICAL SPRIG DIRECT MOUNT VERTICAL RISER VERTICAL 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 lim- ited 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 Ell 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 Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization I MODEL BB MODEL SID MODEL AP BACK TO BACK T SINGLE DIRECTIONAL MODEL NIP OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS DRY SYSTEM SHOWN DRY SYSTEM SHOWN TFP6IO Page 18 of 28 FIGURE 20-A- 1. BB SPRINKLERS Wet Systems Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). RIDGE I I O ,• . p DRY SYSTEM SHOWN FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems - Calculate the most de manding five sprinklers. Dry Systems - Calculate the most de- manding seven sprinklers, and then calcu- late the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. 11 TFP6IO Page 19 of 28 FIGURE 20-A-3. BB AND SD SPRINKLERS Wet Systems - Calculate the most de- manding five BB Sprinklers plus two SD Sprinklers. Dry Systems - Calculate the most de- manding seven BB Sprinklers plus up to two SD Sprinklers (see adjacent figure). DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRINKLERS RIDGE Wet Systems - Calculate the most de- manding five SD Sprinklers. VT Dry Systems - Calculate the most de WALL OR - manding nine SD Sprinklers (see adja- DRAFT CURTAIN cent figure). AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most demand- ing nine sprinklers with a maximum of seven to be SD Sprinklers (see adjacent figure). RIDGE ;(:h;1;Ldi : \i l WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers (see adjacent fig- ure). Dry Systems - Calculate the most de- manding nine sprinklers. .. WET SYSTEM SHOWN it ITT ITT iii t\TI WALLS C IR DRAFT %sUfl nuNS DRY SYSTEM SHOWN I I I RIDGE I I I TFP6IO Page 20 of 28 FIGURE 20-B- 1. SD SPRIN- KLERS & AP SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most de- manding calculation. Dry Systems - Calculate the most demanding nine SD Sprin- klers, and then calculate the most demanding seven AP Sprinklers. Use the most demanding calcu- lation (see adjacent figure). DRY SYSTEM SHOWN DRY SYSTEM SHOWN FIGURE 20-B-2. BB OR SD SPRINKLERS & AP SPRIN- KLERS AT THE EAVES OR BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers (see adjacent figures). AREA AREA I AREA 3 --J WITH AP WITH BB I WITH AP L- SPRINKLERS SPRINKLERS SPRINKLERS STAGGERED [\. 1 ./ SPACING WHEN i•\ /• MORE THAN • ONE ROW .•. • _./ ./. H. MINIMUM I SEPARATION I 15'-0(4,6m) WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN AREA 2 AREA 1 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-3. BB SPRINKLERS & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers 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 cal- culate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate 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. FIGURE 20-B-4. BB SPRIN- KLERS, SD SPRINKLERS, HIP SPRINKLERS, & AP SPRIN- KLERS AT THE HIP Where the total number of AP 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 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 Sprin- klers, calculate up to a maximum of seven BB Sprinklers, see adja- cent upper figure). Where the total number of AP Sprinklers 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. FIGURE 20-B-5. BB, SD, OR HIP SPRINKLERS & AP SPRINKLERS IN A DORMER, AT A CROSS, AT A HIP; ORATANELL Where the quantity of AP Sprin- klers in each dormer, cross, or ell is four or less (see adjacent fig- ure) and all of the dormers, cross- es and ells meet the maximum four AP Sprinkler 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 demanding AP Sprinklers in the dormer, 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 Sprin- klers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. SF (4 AP INKLERS A LESS) •\ RIDGE ., WALL DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE . . • •,. TFP6IO Page 22 of 28 FIGURE 20-8-6. BB,SD, OR HIP. SPRINKLERS & AP SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). Dry Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). TFP6IO Page 23 of 28 FIGURE 20-C- 1. SD SPRINKLERS & STANDARD SPRAY 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 demand- ing seven Standard Spray Sprinklers. Use the most demanding calculation (see adjacent figures). III RIDGE it hut ITt t I\t WALLS C IA DRAFI DRY SYSTEM SHOWN FIGURE 20-C-2. BB SPRINKLERS & STANDARD SPRAY SPRINKLERS BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers (see adjacent figures). DAY SYSTEM SHOWN TFP6IO Page 24 of 28 FIGURE 20-C-3. BB SPRINKLERS & STANDARD SPRAY SPRIN- KLERS 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 Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers, and then calculate the most demanding re- mote design area (including all sprinkler types) per NFPA 13 (i.e., area reduction for quick response and 30% increase for sloped ceil- ings). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stand Spray Sprinklers, and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings and 30% increase for dry systems). Include all sprinkler types within this area (see adjacent figure). Use the most demanding calculation. FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION '. . .. H * DE 1 I / t!j (235,5 SO. METERS) DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SO. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. DRY SYSTEM SHOWN FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. TFP6IO Page 25 of 28 FIGURE 20-C-4. BB SPRINKLERS, SD WALL OR SPRINKLERS, HIP SPRINKLERS, & DRAFT STANDARD SPRAY SPRINKLERS CURTAIN AT THE HIP Where the total number of Standard Spray Sprinklers at the hip is four or less: o Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray 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 standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers, 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 de- manding calculation. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry sys- tems). Include all sprinklers types with- in this area (see adjacent figure). TFP6IO Page 26 of 28 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 adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, calculate the At- tic 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 demand- ing standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being in- cluded 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) 40 Ii STANDARD SPRAY SPRINKLERS (4oR LESS) \\\, I —/\ STANDARD SPRAY SPRINKLERS (4 OR LESS) • • K. STANDARD SPRAY SPRINKLERS (4 OR LESS) FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS & STANDARD SPRIN- KLERS SEPARATED BY COMPART- MENTALIZATION 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 I, I//I ------ WALL DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE •••••••• 0 TFP6IO Page 27 of 28 12 MODEL AP SPRINKLERS WET PIPE SYSTEM 20' 100 (25,4 m) 60' (15,2 m) _______ 20' (Ref. Figure 20-113-3) Calculation 1: (5 m) most , , < Calculation 1 Calculate the demanding five BB Sprinklers plus the two most de- '\j_ , • manding AP Sprinklers. 40,• (10,2 m) 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.) 100' (25,4 m) 60' (15,2 m) 20' (5,1 m) 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 40' the AP Sprinklers, as well as the ceil- (12m) III::i l • I I S $ I Calculation 2 ing sprinklers below the AP Sprin- klers (See Page 6). 12 STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., area reduction 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 uti- lized, CPVC pipe CANNOT be used to supply the Standard Spray Sprin- klers or the ceiling sprinklers below the Standard Spray Sprinklers. * A 25% reduction for 20 ft. ceiling. 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 TFP6IO Page 28 of 28 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 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). STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this case the theoretical 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). 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 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. TEFLON is trademark of The DuPont Corporation BlazeMaster is a trademark of The Lubrizol Corporation tyco Fire Protection Products tqCo /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 in rapid response HOME FIRE SPRINKLER SYSTEM BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet 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 B/az Maste,e is a registered trademark of Noveon IP Holding Corp. Page 1 of 6 JANUARY 2006 TFPI9I5 Page 2 of 6 TFPI9I5 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. lbs/fl. lbs/fl. 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. I thru 4 Inch pipe 5 thru 12 Inch pipe ® Listed Max. Horizontal Load System NPS Sch. 30"44" 45".59" 60"-89" 90" 1"- 1 1/2"11383 .1 1956 2394 2765 2-4" 10 Jl 1956 2394 2765 - 740 J1 2394 2765 I All ifl4 ii 2394 276 10" 10-40 138356 r2;6 2394 2765 12" 40 7045 3238 .c$> Certified Max. ASD Horizontal Loads System NPS Sch. 3044J 45"-59" 60"-74" 75"-90" 1"- 11/2' 10.40 1680 2380 2920 3250 2"-3" 10,40 1800 2350 3120 3490 4' 10,40 1370 1930 2370 2640 5", 6", 8" 10,40 730 1040 1270 1420 * SPECIALLY LISTED PIPE AST Pipes PVT LTD Al Juorero Steel Products Co. SAOG Allied Tube & Conduit Corp. Bihar lobes LTD. Blunsteel Services L LC Borusus Mannesmann Bum AS Boll Moose Tube Co. Con, Metal Sopply LTD. Hui Chin Worldwide LTD Hickman Pipe & Tube Corp. Jiedoog Economy Development Testing Zone Jindol Industries LTD Jotindru Steel & Tubes LTD Mittul Cusodu Inc. MS Pipe Co. LTD Northwest Pipe Co. Pacific Pipe Public Co. LTD Soho Thai Steel Pipe Public Co. LTD Shield Pier Safety & Security LTD Swyo Rushini LTD Ssvuutih Pipes LTD Tex-Tube Co. Universal lobe & Plastic Industries LTD Wailing Bunt Pipe Industry Technical Co. LTD Welded Tube. Berkeley LLC Wheatland lobe Cu. Wh Div. Yieh Phui Enterprise Co. LTD Youngstown lobe Co. Zenith Birlu (India) LTD P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 035 SWAY BRACE FITTING MODEL K SIZE -SYSTEM PIPE: Nominal Steel 1" thru 12" * Steel Specially listed - see chart. CPVC 1" thru 3". Brace common O.D. - Copper, Plastic, FRP, Ductile and Cast Iron SIZE - BRACE PIPE: 1" thru 2" Sch. 40 Mm. 11/4" required for 12" system pipe MATERIAL - Carbon steel and ductile iron. FINISH - Plain or E.G. PATENTS - No. 7,516,922 No. 7,523,895 LISTING/APPROVAL - 203A EX 2625 FM Approved - 1950 OSHPD See Website. FUNCTION - Lateral fitting of an AFCON sway brace assembly. Sway brace assemblies are intended to be installed in accordance with NFPA 13 and the manufacturer's installation instructions. INSTALLATION - Per these instructions including NFPA 13 or FM 2-8 and CPVC manufacturers instructions. Load rating - see chart. ASSEMBLY - See drawing. Combine with proper AFCON components- see disclaimer below. Insert brace pipe through bores to achieve minimum 1" extension. Tighten 035 set screws until heads bottom out. FEATURES * Patented - designed for system pipe of varying material. * Improved assembly - extra large bore for brace pipe. * Visual inspection, verifies proper installation. * Superior load ratings. ORDERING - Part #, size - system pipe, size - brace pipe and finish. * COMMONLY KNOWN AS SCII. 7 Special Note: Thin wall sprinkler pipe has a propensity for damage to its circumference resulting in egging. When condition exists - shift mounting location. Specific .4FCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the fotluwing wunonty restriction will apply. DISCLAIMER - .IFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by .4FCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when nun-A FCON products have been, or are used. 3/13 C®It8 Max. Horizontal Load LIM 301thru90° I 2015 Max. ASD Horizontal Load 300-44° 450590 1 600-740 1 750-900 630 1 870 1 1620 1 1810 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 077 ATTACHMENT FITTING LOCKING 17/32' 077S STEEL BASE PLATE SIZE - BRACE PIPE: 1" and 1 1/4" Sch. 40 MATERIAL - Carbon Steel or S.S. (Type 304). FINISH - Plain or E.G. LISTING/APPROVAL - c®us 203A-EX2625 4> FM Approved - 1950 OSHPD See Website. LIM FUNCTION - Structure attachment fitting of an AFCON sway brace assembly. INSTALLATION - Per these instructions including NFPA 13 or FM 2-8. Load rating - see chart. ASSEMBLY Combine with proper AFCON components- see disclaimer below. Insert brace pipe thru fitting near pivot bolt. Tighten set bolt until head contacts bracket. FEATURES * Swivel allows attachment at any angle. * Visual inspection, verifies proper installation. * Larger fastener hole available.- Consult factory. ORDERING - Part #, size - brace pipe and finish. Specific AFCON products are exclusively designed to he compatible ONLY with other .4FCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER- AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or told by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to lass of business or profit, when non-AFCON products have been, or are used. 5/15 c®us LISTED Structural Attachment for Restraint way Bra!)J Seismic Bracing Fig. 76 - TOLCOTm Structural Attachment for Restraint(ay_Brace))Assembly Size Range: %" and ½" all threaded rod (ATR) Material: Steel Function: Structural attachment for restraint wy_bracdor hanger assembly Features: The Fig. 76 has multiple sized fastener holes to accommodate multiple types of fasteners for various types of structures (concrete, wood and steel) see table below. It can be bent in the field to accommodate multiple angles, but is supplied fixed at 450 to accommodate the most common installation configuration. Its open design allows easy inspection to verify thread engagement. It will fit both %° and ½" all thread rod to accommodate changing field conditions when longer brace material is required. It is UL listed both as a restraint and as a hanger attachment for up to 4' (lPS) pipe size. Installation Instructions: Follow fastener manufacturer and NFPA 13 guidelines to install appropriate fastener for the structural type (i.e. concrete, wood, steel). Install all thread rodbrace_memb1)toTOLCOTM Fig. 76 Structural Attachment. Bottom out ATR to ensure full thread engagement. This can be visually confirmed due to the open thread design. For more information visit our website for the most up to date instructions sheets. Approvals: UL Listed reference this page. FM Global Approved <FM> see page Mb. Finish: Pre-Galvanized. Order By: Figure number. Maximum Allowable Loads [UL Listed) Part No. 3/8" Rod 1/2" Rod Fig. 76 300 lbs. 300 lbs. Loads shown are axial ASD loads. Fasteners to use with Fig 76 (Up to 2' IPS pipe size) per NFPA 13 Structure Fastener Fastener Fastener NFPA 13 (2013) Type Type Diameter Embedment Reference Concrete Through Bolt 3/8U N/A 9.1 .3.10.1 Concrete Post Installed Various Various 9.1.3 - 9.1.3.8 Anchors Steel Through Bolt 3/8" N/A 9.1.4.5.1 UL Listed Beam Steel Beam Clamp 3/8' N/A Clamp with Retaining Strap Wood (1) 3/8" lag screw 3/8" 2 1/2" 9.1.5.3.1 Wood (2)1/4" lag screws 1/4" or #10 11/2" 9.1.5.2.1 (mm. #18) All Thread Rod Maximum Restraint Lengths Rod Root Least Radius Maximum IJnbraced Length L - (in.) of Gyration Size (in) I Dia. (in) I r (in) l/r=100 I 1/r=200 I l/r=300 l/i=4001 3/8 0.300 0.075 7 1 14 22 30 1/2 0.404 0.101 10 20 30 40 t Vr = 400 NFPA 132010, Sec 9.3.6.1 (5) t hr = 400 NFPA 13 2013,Sec 9.3.6.1 (5) "Per NFPA 13120131 Table 9.3.5.11.8 (a)lbllcl, consult for maximum allowable load information on ATR. *Max load governed by Fig. 16fl7 Max horizontal load. Max. Horizontal Load @ 450 (lbs.)** llr=100 i l/r=200 I I/r=300 i l/r=400t 300 (186 I 82 (44 300* 300* 152 85 (Eaton's TOLCO seismic bracing components are designed to be compatible only with other B-Line sIes (a listed seismic brcg assemb1yJ5ur warranty for seismic bracing components will be the warranty provided in Eaton's B Line Division standard terms and conditions of sale made available by us, except that, in addition to the other exclusions from Eaton's B-Line Division warranty, we make no warranty relating to Eaton's TOLCO seismic bracing components that are combined with products not provided by Eaton's B-Line Division. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line by ET•N 55a Fire Protection Solutions Structural Attachment for Restraint ycej) Patent Pending (Seismic Bracing) Fig. 11 - TOLCOTh System Piping Attachment for Restraint((Sway_Brace))Assembly C @,us Size Range: % and W all threaded rod (AIR) WED Material: Steel Function: System attachment for restraintCiswa Features: The Fig. 77 is UL Listed to be used with both (I PS) steel andtCPVC fire) LspLinkler pipe, in 1" through 2" diamet It fits multiple rod diameters allowing for field adjustment if longer brace material is needed. Its sturdy break-off bolt will not strip and verifies proper installation. Its snap on design has many advantages. It can be installed with one-hand, can easily position the brace all thread rod over the top of the pipe being braced or underneath the pipe being braced to accommodate the (desired brace ang))t can be fixed in place or moved to a new location by sliding along the pipe or snapping on or off and relocating. An entire prefabricated assembly (Fig. 76 & 77 joined with AIR) can be pre-assembled to save time and labor and later be field installed and adjusted to fit. Installation Instructions: lnstaIlTOLCOTM Fig. 77 System Attachment to sprinkler pipe branch line to be restrained. You can position with the rod engagement eitlieer above or below the sprinkler piLe)Rodmust extend a mm. of 1 (25.4) past the edge of the Fig. 77 The attachment can be slid along the pipe to position close to where the Fig. 76 structural attachment will be fastened to the structure. The snap on design allows maximum adjustability during this stage of the installation process. Engage AIR (previously attached to the Fig. 76 Structural Attachment to the rod engagement portion of the Fig. 77 System Attachment. Tighten set bolt on Fig. 77 System Attachment until head breaks off verifying proper installation torque. For more infor- mation visit our website for the most up to date instructions sheets. Approvals: UL Listed. FM Global Approved <FM> refer to page 54d. Finish: Pre-Galvanized. Order By: Figure number and pipe size. Max.Design Loads (UL listed) Part No. 3/8" Rod lit Rod in. lbs. lbs. Fig. 11 1 Fig. 11 14 300 300 Fig. 77 1 Fig. 77 2 * These loads apply to IPS steel, Sch.10, Sch. 40, engineered lightwall piping, such as Allied DynaflowTh8, and cvc plastic pipe. Loads shown are axial ASD loads. § All other trademarks are property of their respective owners. All Thread Rod Maximum Restraint Lengths Rod Root Least Radius Maximum Unbraced length L - (in.) Max. Horizontal Load @ 450 (lbs.)** of Gyration Size (in) Dia. (in) r (in) hr—lOU I h/r=200 l/r=300 l/r=400t l/r=100 I/r=200 l/r400 I l/r=400t 3/8 0.300 0.015 1 14 22 30 300 186 82 44 1/2 0.404 0.101 10 20 30 40 300t 300t 152 85 t hr = 400 NFPA 13 2010, Sec 9.3.6.1 (5) t fir = 400 NFPA 13 2013,Sec 9.3.6.1 (5) Per NFPA 13 (20131 Table 9.3.5.11.8 (a)lbl(c), consult for maximum allowable load information on ATR. *Max load governed by Fig. 76/77 Max horizontal load. 'Eaton's TOLCO seismic bracing components are designed to be compatible only with other B-Line series bracing-.gomppnents,-Lesult g in a listed seismic bracing assembly-Four warranty for seismic bracing components will be the warranty provided in Eaton's B Line Division standard terms and conditions of sale made available by us, except that, in addition to the other exclusions from Eaton's B-Line Division warranty, we make no warranty relating to Eaton's TOLCO seismic bracing components that are combined with products not provided by Eaton's B-Line Division. B-Line All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. by ET•N 54c Fire Protection Solutions