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HomeMy WebLinkAbout2730 BRESSI RANCH WAY; ; AS090042; PermitAS090042 Permit Data City of Carlsbad Sprinkler Permit Permit No: A5090042 2730 BRESSI Job Address: Status: ISSUED RANCH WY Permit Type: SPRINK Applied 5/7/2009 ;. Parcel No: 2131911700 Approved: 5/7/2009 Lot #: 0 Reference No.: Issued: 5/7/2009 PC #: Inspector: Project Title: BOYS & GIRLS CLUB THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: ACTION FIRE SYSTEMS CO., INC. 9185 HARNESS ST SPRING VALLEY, CA 91977-3948 619-46279210 Owner: BOYS&GIRLS CLUBS OF CARLSBAD C/O RON SIPIORA PO BOX 9I3 CARLSBAD CA Fees ($) Add'I Fee's ($) Total ($) Balance($) 195 .0 195 0 1/1 f - ACTION FIRE SYSTEMS CO., INC. 9185 HARNESS STREET SPRING VALLEY, CA. 91977 S BOYS & GIRLS CLUB OF CARLSBAD 2730 BRESSI RANCH WAY CARLSBAD, CA. 92008 liwse plans have heen reviewed for appannl complianee with the current applicable codes and siandangi,i lotte iu,:,he Jun5duction. Tlieowner orjcnntravtor may uilize this review in support of an a,9t!icaiion for a huildg pernit with thccprcss undcrtanding that this review iii no way, relieves the owner oi contractor or their prnIssinhial.utineeroranehjti for Mile respoihility for full compliance with .bid codes and ?taHdatds.. including the huildingedde irrucany tsponsihilty for deficiencies. errors. (IIUISMOUS or negligelwl? in these plans wheilei or not noted-lO ihi .iview: Date: £/1/O? kiewcr,4 0 14EC601ENl)AppR0' v,LAs NOTIO. HYDRAULIC CALCULATIONS FOR FILE NUMBER: 08-1058-1.SDF GYMNASIUM CALC 1 DATE: 4-20-09 ASUBMITTED 1 LLLLL. iLSADIREDEPAR -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm per sq.ft. AREA OF APPLICATION: 1551 sq.ft. COVERAGE PER SPRINKLER: 157 sq.ft. (max.) NUMBER OF SPRINKLERS CALCULATED: 11 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 190.3 gpm TOTAL WATER REQUIRED (including hose): 290.3 gpm AuSc'rs- &g FLOW AND PRESSURE (@ BOR): SPRINKLER K-FACTOR: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: 190.3 gpm @ 34.0 psi 5 .60 ACTION FIRE SYSTEMS CO., INC. DGG SAN DIEGO FIRE DEPARTMENT C16 #388160 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATA,,: 7/13/2002 C:\HASS73\08-1058-1.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GYMNASIUM CALC WATER SUPPLY DATA STATIC RESID. FLOW AVAIL. aURCE ODE PRESS. PRESS. @ PRESS. TAG (PSI) (PSI) (GPM) (PSI) SOURCE )E49.5 A 45.0 1040.0 49.1 , 2O i..' e/) AGGREGATE FLOW ANALYSIS: TOTAL REQ'D @ DEMAND PRESS. (GPM) (PSI) 290.3 41.0 TOTAL FLOW AT SOURCE 290.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 190.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 28.0 K= 5.60 7.8 15.6 2 28.0 K= 5.60 8.1 15.9 3 28.0 K= 5.60 9.3 17.1 4 28.0 K= 5.60 11.1 18.6 5 28.2 K= 5.60 7.8 15.6 28.2 K= 5.60 8.1 15.9 S 28.2 K= 5.60 9.3 17.1 8 28.2 K= 5.60 11.1 18.6 9 28.5 K= 5.60 10.4 18.1 10 28.5 K= 5.60 10.9 18.5 11 28.5 K= 5.60 11.7 19.2 12 28.0 11.4 13 27.4 - - - - 13.0 - - - 14 28.2 - - - - 11.4 - - - 15 27.4 - - - - 13.1 16 28.5 - - - - 12.1 17 27.4 - - - - 13.6 18 27.4 - - - - 16.3 - - - 19 27.4 - - - - 18.1 20 27.0 - - - - 18.5 - - - 21 27.0 - - - - 20.4 22 27.0 - - - - 20.7 23 27.0 - - - - 21.1 24 24.0 - - - - 22.5 25 24.0 - - - - 22.6 26 24.0 - - - - 22.9 TOR 24.0 - - - - 23.4 BOR 0.5 - - - - 34.0 DI -3.5 - - - - 35.9 UG1 -3.5 - - - - 36.4 - - - UG2 -3.5 - - - - 36.4 -3.5 - - - - 43.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/13/2002 C:\HASS73\08-1058-1.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GYMNASIUM CALC NODE ANALYSIS DATA (cont.) 40ODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) UG4 -3.5 - - - - 43.5 BF]. 2.5 - - - - 33.8 BF2 2.5 - - - - 40.8 - - - SOURCE 2.5 SOURCE 41.0 190.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/13/2002 C:\HASS73\08-1058-1.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GYMNASIUM CALC PIPE DATA TAG ,PE END ELEV. NOZ. NODES (FT) (K) Pipe: 1 2 28.0 5.6 1 28.0 5.6 Pipe: 2 3 28.0 5.6 2 28.0 5.6 Pipe: 3 28.0 0.0 28.0 5.6 Pipe: 4 28.0 0.0 28.0 5.6 Pipe: 5 27.4 I, 28.0 S S Pipe: 6 27.4 'I 27.4 S S Pipe: 7 28.2 5.6 28.2 5.6 Pipe: 8 28.2 5.6 28.2 5.6 Pipe: 9 28.2 0.0 28.2 5.6 Pipe: 10 28.2 0.0 28.2 5.6 Pipe: 11 27.4 28.2 Pipe: 12 27.4 I I 27.4 S S Pipe: 13 28.5 5.6 28.5 5.6 Q(GPM) DIA(IN) LENGTH PRESS. PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) FL/FT (PSI) 15.6 1.380 PL 13.87 PF 0.3 8.1 15.9 3.4 120 FTG ---- PE 0.0 7.8 15.6 0.022 TL 13.87 PV 0.1 31.6 1.380 PL 15.00 PF 1.2 9.3 17.1 6.8 120 FTG ---- PE 0.0 8.1 15.9 0.080 TL 15.00 PV 0.3 48.7 1.380 PL 6.00 PF 2.1 11.4 0.0 10.4 120 FTG T PE 0.0 9.3 17.1 0.177 TL 12.00 PV 0.7 18.6 1.380 PL 5.67 PF 0.4 11.4 0.0 4.0 120 FTG T PE 0.0 11.1 18.6 0.030 TL 11.67 PV 0.1 67.3 1.610 PL 0.59 PF 1.3 13.0 0.0 10.6 120 FTG T PE -0.3 11.4 0.0 0.152 TL 8.59 PV 0.8 67.3 2.703 PL 10.25 PF 0.1 13.1 0.0 3.8 120 FTG ---- PE 0.0 13.0 0.0 0.012 TL 10.25 PV 0.1 15.6 1.380 PL 13.87 PF 0.3 8.1 15.9 3.4 120 FTG ---- PE 0.0 7.8 15.6 0.022 TL 13.87 PV 0.1 31.6 1.380 PL 15.00 PF 1.2 9.3 17.1 6.8 120 FTG ---- PE 0.0 8.1 15.9 0.080 TL 15.00 PV 0.3 48.6 1.380 PL 6.00 PF 2.1 11.4 0.0 10.4 120 FTG T PE 0.0 9.3 17.1 0.177 TL 12.00 PV 0.7 18.6 1.380 PL 5.67 PF 0.3 11.4 0.0 4.0 120 FTG T PE 0.0 11.1 18.6 0.030 TL 11.67 PV 0.1 67.2 1.610 PL 0.84 PF 1.3 13.1 0.0 10.6 120 FTG T PE -0.4 11.4 0.0 0.152 TL 8.84 PV 0.8 134.5 2.703 PL 10.25 PF 0.5 13.6 0.0 7.5 120 FTG ---- PE 0.0 13.1 0.0 0.044 TL 10.25 PV 0.4 18.1 1.380 PL 15.00 PF 0.4 10.9 18.5 3.9 120 FTG ---- PE 0.0 10.4 18.1 0.028 TL 15.00 PV 0.1 12 3 12 4 13 12 05 3 7 6 14 7 14 8 15 14 17 15 S 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/13/2002 C:\HASS73\08-1058-1.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GYMNASIUM CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 36.6 1.380 PL 6.00 PF 1.3 16 28.5 0.0 12.1 0.0 7.8 120 FTG T PE 0.0 10 28.5 5.6 10.9 18.5 0.104 TL 12.00 PV 0.4 Pipe: 15 19.2 1.380 PL 5.67 PF 0.4 16 28.5 0.0 12.1 0.0 4.1 120 FTG T PE 0.0 11 28.5 5.6 11.7 19.2 0.032 TL 11.67, PV 0.1 Pipe: 16 55.7 1.610 PL 1.09 PF 1.0 17 27.4 0.0 13.6 0.0 8.8 120 FTG T PE -0.5 16 28.5 0.0 12.1 0.0 0.108 TL 9.09 PV 0.5 Pipe: 17 190.3 2.703 PL 33.00 PF 2.8 18 27.4 0.0 16.3 0.0 10.6 120 FTG ---- PE 0.0 17 27.4 0.0 13.6 0.0 0.084 TL 33.00 PV 0.8 Pipe: 18 190.3 3.314 PL 43.50 PF 1.8 19 27.4 0.0 18.1 0.0 7.1 120 FTG 2L PE 0.0 18 27.4 0.0 16.3 0.0 0.031 TL 58.04 PV 0.3 Pipe: 19 190.3 3.314 PL 0.41 PF 0.2 20 27.0 0.0 18.5 0.0 7.1 120 FTG L PE -0.2 19 27.4 0.0 18.1 0.0 0.031 TL 7.68 PV 0.3 Pipe: 20 190.3 3.314 PL 37.00 PF 1.8 ol 27.0 0.0 20.4 0.0 7.1 120 FTG 3L PE 0.0 20 27.0 0.0 18.5 0.0 0.031 TL 58.81 PV 0.3 Pipe: 21 190.3 4.310 PL 42.00 PF 0.4 22 27.0 0.0 20.7 0.0 4.2 120 FTG ---- PE 0.0 21 27.0 0.0 20.4 0.0 0.009 TL 42.00 PV 0.1 Pipe: 22 190.3 4.310 PL 33.00 PF 0.4 23 27.0 0.0 21.1 0.0 4.2 120 FTG L PE 0.0 22 27.0 0.0 20.7 0.0 0.009 TL 42.45 PV 0.1 Pipe: 23 190.3 4.310 PL 3.00 PF 0.1 24 24.0 0.0 22.5 0.0 4.2 120 FTG L PE -1.3 23 27.0 0.0 21.1 0.0 0.009 TL 12.45 PV 0.1 Pipe: 24 190.3 4.310 PL 3.00 PF 0.1 25 24.0 0.0 22.6 0.0 4.2 120 FTG L PE 0.0 24 24.0 0.0 22.5 0.0 0.009 TL 12.45 PV 0.1 Pipe: 25 190.3 4.310 PL 4.50 PF 0.3 26 24.0 0.0 22.9 0.0 4.2 120 FTG T PE 0.0 25 24.0 0.0 22.6 0.0 0.009 TL 32.30 PV 0.1 Pipe: 26 190.3 4.310 PL 27.25 PF 0.6 TOR 24.0 0.0 23.4 0.0 4.2 120 FTG TL PE 0.0 24.0 0.0 22.9 0.0 0.009 TL 64.50 PV 0.1 t • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/13/2002 C:\HASS73\08-1058-1..sDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GYMNASIUM CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 190.3 4.310 FL 26.00 FE' 0.4 BOR 0.5 0.0 34.0 0.0 4.2 120 FTG 2L PE -10.2 TOR 24.0 0.0 23.4 0.0 0.009 TL 44.90 PV 0.1 Pipe: 28 190.3 4.220 PL 10.50 PF 0.2 DI -3.5 0.0 35.9 0.0 4.4 140 FTG L PE -1.7 BOR 0.5 0.0 34.0 0.0 0.007 TL 21.50 PV 0.1 Pipe: 29 190.3 4.240 PL 64.00 PF . 0.5 UG1 -3.5 0.0 36.4 0.0 4.3 150 FTG L PE 0.0 DI -3.5 0.0 35.9 0.0 0.006 TL 76.00 PV 0.1 Pipe: 30 190.3 6.080 PL 3.00 PF 0.0 UG2 -3.5 0.0 36.4 0.0 2.1 150 FTG 2L PE 0.0 UG1 -3.5 0.0 36.4 0.0 0.001 TL 31.00 PV 0.0 Pipe: 31 190.3 6.280 FL 6.00 PF 0.0 BE'I 2.5 0.0 33.8 0.0 2.0 140 FTG L PE 2.6 UG2 -3.5 0.0 36.4 0.0 0.001 TL 22.00 PV 0.0 Pipe: 32 FIXED PRESSURE LOSS DEVICE BF2 2.5 0.0 40.8 0.0 7.0 psi, 190.3 gpm BF1 2.5 0.0 33.8 .0.0 Pipe: 33 190.3 6.280 FL 6.00 PF 0.0 W -3.5 0.0 43.4 0.0 2.0 140 FTG L PE -2.6 BF2 2.5 0.0 40.8 0.0 0.001 TL 22.00 PV 0.0 Pipe: 34 190.3 6.080 PL 22.00 PF 0.1 UG4 -3.5 0.0 43.5 0.0 2.1 150 FTG TLG FE 0.0 UG3 -3.5 0.0 43.4 0.0 0.001 TL 87.00 PV 0.0 Pipe: 35 190.3 11.650 FL 97.00 PF 0.0 SOURCE 2.5 SRCE 41.0 (N/A) 0.6 150 FTG TLG PE 2.6 UG4 -3.5 0.0 43.5 0.0 0.000 TL 204.00 PV 0.0 NOTES: Calculations were performed by the HASS 7.3 computer program under license no. 4904076910 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.077 gpm. Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 10.6 ft/sec at pipe 17. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/13/2002 C:\HASS73\08-1058-l.,SDF JdB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GYMNASIUM CALC (4) PIPE FITTINGS TABLE ipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv -------------------------------------------------------- 45E11 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 0.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 0.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N D Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 45ELL 4.220 18.00 36.00 11.00 39.00 22.00 4.00 36.00 13.00 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 13.00 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 D 4.240 19.00 39.00 12.00 43.00 23.00 4.00 39.00 •1 6.080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 .650 34.00 76.00 23.00 82.00 27.00 8.00 76.00 PAGE: F MATERIAL: DYNAFL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee LNGELL CHKVLV BFYVLV GATVLV ALMCHK 45ELL -------------------------------------------------------- FRLK45 FRLKT 2.703 6.00 12.00 4.00 14.00 7.00 1.00 10.00 2.20 3.41 16.72 0.00 0.00 3.314 7.00 21.80 7.27 16.00 10.00 1.00 13.00 3.60 3.60 18.90 0.00 0.00 4 .310 10.00 27.80 9.45 22.00 12.00 4.00 20.00 5.56 4.72 22.24 0.00 0.00 N NPTee F FRLKL 6.67 7.27 9.45 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/13/2002 C:\HASS73\08-1058-1..SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GYMNASIUM CALC 4VTER SUPPLY ANALYSIS Static: 49.50 psi Resid: 45.00 psi Flow: 1040.0 gpm r:1.w.I LEGEND 50.0 40.0 R 30.0 E 4 20.0 P 10.0 :1. al 1 Available pressure 49.08 psi @ 290.3 gpm 2 Required pressure 40.95 psi @ 290.3. gpm -14 .7 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) I. ACTION FIRE SYSTEMS CO., INC Ais6loC4L 9185 HARNESS STREET SPRING VALLEY, CA. 91977 HYDRAULIC CALCULATIONS FOR BOYS & GIRLS CLUB OF CARLSBAD 2730 BRESSI RANCH WAY CARLSBAD, CA. 92008 FILE NUMBER: 08-1058-2.SDF GAME ROOM PENDENT CALC 2 DATE: 4-20-09 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm per sq.ft. AREA OF APPLICATION: 1980 sq.ft. (30% AREA INCREASE) COVERAGE PER SPRINKLER: 148 sq.ft. (max.) NUMBER OF SPRINKLERS CALCULATED: 23 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 407.3 gpm TOTAL WATER REQUIRED (including hose): 507.3 gpm FLOW AND PRESSURE (@ BOR): 407.3 gpm @ 32.8 psi SPRINKLER K-FACTOR: 5.60 NAME OF CONTRACTOR: ACTION FIRE SYSTEMS CO., INC. DESIGN/LAYOUT BY: DGG AUTHORITY HAVING JURISDICTION: SAN DIEGO FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16 #388160 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: /13/2002 C:\HASS73\08-1058-2.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE :K 49.5 A 45.0 1040.0 48.3 507.3 41.7 /26Due0 'd AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE . 507.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 407.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 30 27.5 6.5 30A 20.7 K= 5.60 8.6 16.5 31 27.5 - - - - 6.6 31A . 24.5 K= 5.60 7.0 14.8. 32 27.5 - - - - 7.1 32A 20.7 K= 5.60 9.0 16.8 33 27.5 - - - - 8.3 33A 24.5 K= 5.60 8.5 16.3 34 27.5 8.8 34A 20.7 K= 5.60 10.5 18.2 35 27.5 - - - - 8.2 35A 24.5 K= 5.60 8.5 16.3 36 27.5 - - -c- 8.1 36A 20.7 K= 5.60 9.8 17.5. 37 27.5 - - - - 11.2 37A 24.5 K= 5.60 11.4 18.9 38 27.5 - - - - 11.4 38A 20.7 K= 5.60 12.8 20.1 39 31.0 - - - - 8.1 39A 24.0 K= 5.60 9.9 17.7 40 31.0 - - - - 8.4 40A 24.0 K= 5.60 10.2 17.9 41 31.0 - - - - 8.9 - - - 41A 24.0 K= 5.60 10.6 18.3 42 31.0 - - - - 8.6 42A 24.0 K= 5.60 10.3 18.0. 43 31.0 - - - - 11.5 43A 24.0 K= 5.60 12.9 20.1 44 31.0 - - - - 8.2 44A 24.0 K= 5.60 10.0 17.7 45 31.0 - - - - 8.5 45A 24.0 K= 5.60 10.3 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: /13/2002 C:\HASS73\08-1058-2.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC NODE ANALYSIS DATA (cont.) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 46 31.0 - - - - 9.0 46A 24.0 K= 5.60 10.7 18.3 47 31.0 8.6 47A 24.0 K= 5.60 10.4 18.0 48 31.0 - - - - 11.5 48A 24.0 K= 5.60 12.9 20.1 49 27.5 - - - - 7.4 49A 20.7 K= 5.60 9.5 17.3 50 27.5 - - - - 7.5 50A 24.5 K= 5.60 7.8 15.7 51 27.5 - - - - 8.1 51A 20.7 K= 5.60 9.9 17.6 52 27.5 - - - - 9.4 52A 24.5 K= 5.60 9.5 17.2 53 27.5 - - - - 10.9 54 27.0 12.4 55 31.0 - - - - 10.0 56 27.0 - - - - 12.4 - - - 57 31.0 - - - - 10.0 58 27.0 - - - - 12.5 59 27.5 - - - - 12.2 60 27.0 - - - - 12.9 61 27.5 - - - - 13.5 62 27.0 - - - - 13.9 63 31.0 - - - - 12.1 64 27.0 - - - - 13.9 65 31.0 - - - - 12.1 66 27.0 - - - - 13.9 - - - 21 27.0 - - - - 13.0 22 27.0 - - - - 13.9 23 27.0 - - - - 15.4 24 24.0 - - - - 17.2 25 24.0 - - - - 176 26 24.0 - - - - 18.8 TOR 24.0 - - - - 21.0 BOR 0.5 - - - - 32.8 DI -3.5 35.2 UG1 -3.5 - - - - 37.1 UG2 -3.5 - - - - 37.2 UG3 -3.5 - - - - 43.9 UG4 -3.5 - - - - 44.3 BF1 2.5 - - - - 34.7 BF2 2.5 - - - - 41.2 SOURCE 2.5 SOURCE 41.7 407.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: /13/2002 C:\HAss73\08-1058-2.sDF JdB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC 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 16.5 1.049 PL 6.83 PF 0.8 30 27.5 0.0 6.5 0.0 6.1 120 FTG E PE 3.0 30A 20.7 5.6 8.6 16.5 0.091 TL 8.83 PV 0.3 Pipe: 2 16.5 1.380 PL 4.33 PF 0.1 31 27.5 0.0 6.6 0.0 3.5 120 FTG ---- PE 0.0 30 27.5 0.0 6.5 0.0 0.024 TL 4.33 .PV 0.1 Pipe: 3 14.8 1.049 PL 5.00 PF 0.9 31 27.5 0.0 6.6 0.0 5.5 120 FTG ET PE 1.3 31A 24.5 5.6 7.0 14.8 0.075 TL 12.00 PV 0.2 Pipe: 4 31.3 1.380 PL 6.67 PF 0.5 32 27.5 0.0 7.1 0.0 6.7 120 FTG ---- PE 0.0 31 27.5 0.0 6.6 0.0 0.078 TL 6.67 PV 0.3 Pipe: 5 16.8 1.049 PL 6.83 PF 1.1 32 27.5 0.0 7.1 0.0 6.2 120 FTG T PE 3.0 32A 20.7 5.6 9.0 16.8 0.094 TL 11.83 PV 0.3 Pipe: 6 48.1 1.380 PL 6.67 PF 1.2 33 27.5 0.0 8.3 0.0 10.3 120 FTG ---- PE 0.0 32 27.5 0.0 7.1 0.0 0.173 TL 6.67 PV 0.7 Pipe: 7 16.3 1.049 PL 5.00 PF 1.1 33 27.5 0.0 8.3 0.0 6.1 120 FTG ET PE 1.3 33A 24.5 5.6 8.5 16.3 0.089 TL 12.00 PV 0.2 Pipe: 8 64.4 1.380 PL 2.67 PF 2.6 53 27.5 0,0 10.9 0.0 13.8 120 FTG T PE 0.0 33 27.5 0.0 8.3 0.0 0.298 TL 8.67 PV 1.3 Pipe: 9 17.5 1.049 PL 6.83 PF 1.2 36 27.5 0.0 8.1 0.0 6.5 120 FTG T PE 3.0 36A 20.7 5.6 9.8 17.5 0.102 TL 11.83 PV 0.3 Pipe: 10 17.5 1.380 PL 6.67 PF 0.2 35 27.5 0.0 8.2 0.0 3.8 120 FTG ---- PE 0.0 36 27.5 0.0 8.1 0.0 0.027 TL 6.67 PV 0.1 Pipe: 11 16.3 1.049 PL 5.00 PF 1.1 35 27.5 0.0 8.2 0.0 6.1 120 FTG ET PE 1.3 35A 24.5 5.6 8.5 16.3 0.089 TL 12.00 PV 0.2 Pipe: 12 33.8 1.380 PL 6.67 PF 0.6 34 27.5 0.0 8.8 0.0 7.3 120 FTG ---- PE 0.0 35 27.5 0.0 8.2 0.0 0.091 TL, 6.67 PV 0.4 Pipe: 13 18.2 1.049 PL 6.83 PF 1.3 34 27.5 0.0 8.8 0.0 6.7 120 FTG T PE 3.0 34A 20.7 5.6 10.5 18.2 0.109 TL 11.83 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/13/2002 C:\HASS73\08-1058-2.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 52.0 1.380 PL 4.00 PF 2.0 53 27.5 0.0 10.9 0.0 11.2 120 FTG T PE 0.0 34 27.5 0.0 8.8 0.0 0.200 TL 10.00 PV 0.8 Pipe: 15 116.4 2.067 PL 0.50 FE' 1.3 54 27.0 0.0 12.4 0.0 11.1 120 FTG T PE -0.2 53 27.5 0.0 10.9 0.0 0.124 TL 10.50 PV 0.8 Pipe; 16 116.4 4.310 PL 10.00 PF 0.0 56 27.0 0.0 12.4 0.0 2.6 120 FTG PE 0.0 54 27.0 0.0 12.4 0.0 0.003 TL 10.00 PV 0.0 Pipe: 17 17.7 1.049 PL 7.00 PF 1.2 39 31.0 0.0 8.1 0.0 6.6 120 FTG T PE 3.0 39A 24.0 5.6 9.9 17.7 0.103 TL 12.00 PV 0.3 Pipe: 18 17.7 1.380 PL 11.00 PF 0.3 40 31.0 0.0 8.4 0.0 3.8 120 FTG ---- PE 0.0 39 31.0 0.0 8.1 0.0 0.027 TL 11.00 PV 0.1 Pipe: 19 17.9 1.049 FL 7.00 PF 1.3 40 31.0 0.0 8.4 0.0 6.6 120 FTG T FE 3.0 40A 24.0 5.6 10.2 17.9 0.106 TL 12.00 PV .0.3 Pipe: 20 35.5 1.380 PL 9.33 PF 1.5 55 31.0 0.0 10.0 0.0 7.6 120 FTG T PE 0.0 40 31.0 0.0 8.4 0.0 0.099 TL 15.33 PV 0.4 Pipe: 21 18.0 1.049 PL 7.00 PF 1.3 42 31.0 0.0 8.6 0.0 6.7 120 FTG T FE 3.0 42A 24.0 5.6 10.3 18.0 0.107 TL 12.00 PV 0.3 Pipe: 22 18.0 1.380 FL 13.33 PF 0.4 41 31.0 0.0 8.9 0.0 3.9 120 FTG ---- FE 0.0 42 31.0 0.0 8.6 0.0 0.028 TL 13.33 PV 0.1 Pipe: 23 18.3 1.049 PL 7.00 FE' 1.3 41 31.0 0.0 8.9 0.0 6.8 120 FTG T PE 3.0 41A 24.0 5.6 10.6 18.3 0.110 TL 12.00 PV 0.3 Pipe: 24 36.3 1.380 PL 4.00 PF 1.0 55 31.0 0.0 10.0 0.0 7.8 120 FTG T FE 0.0 41 31.0 0.0 8.9 0.0 0.103 TL 10.00 PV 0.4 Pipe: 25 71.8 2.067 FL 4.00 FE' 0.7 56 27.0 0.0 12.4 0.0 6.9 120 FTG T FE -1.7 55 31.0 0.0 10.0 0.0 0.051 TL 14.00 PV 0.3 Pipe: 26 188.2 4.310 PL 10.67 PF 0.1 58 27.0 0.0 12.5 0.0 4.1 120 FTG ---- FE 0.0 56 27.0 0.0 12.4 0.0 0.008 TL 10.67 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/13/2002 C:\HASS73\08-1058-2.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 17.7 1.049 PL 7.00 PF 1.2 44 31.0 0.0 8.2 0.0 6.6 120 FTG T PE 3.0 44A 24.0 5.6 10.0 17.7 0.104 TL 12.00 PV 0.3 Pipe: 28 17.7 1.380 PL 11.00 PF 0.3 45 31.0 0.0 8.5 0.0 3.8 120 FTG ---- PE 0.0 44 31.0 0.0 8.2 0.0 0.027 TL 11.00 PV 0.1 Pipe: 29 18.0 1.049 PL 7.00 PF 1.3 45 31.0 0.0 8.5 0.0 6.7 120 FTG T PE 3.0 45A 24.0 5.6 10.3 18.0 0.107 TL 12.00 PV 0.3 Pipe: 30 35.7 1.380 PL 9.33 PF 1.5 57 31.0 0.0 10.0 0.0 7.6 120 FTG T PE 0.0 45 31.0 0.0 8.5 0.0 0.100 TL 15.33 PV 0.4 Pipe: 31 18.0 1.049 PL 7.00 PF 1.3 47 31.0 0.0 8.6 0.0 6.7 120 FTG T PE 3.0 47A 24.0 5.6 10.4 18.0 0.108 TL 12.00 PV 0.3 Pipe: 32 18.0 1.380 PL 13.33 PF 0.4 46 31.0 0.0 9.0 0.0 3.9 120 FTG ---- PE 0.0 47 31.0 0.0 8.6 0.0 0.028 TL 13.33 PV 0.1 Pipe: 33 18.3 1.049 PL 7.00 PF 1.3 46 31.0 0.0 9.0 0.0 6.8 120 FTG T PE 3.0 46A 24.0 5.6 10.7 18.3 0.111 TL 12.00 PV 0.3 Pipe: 34 36.4 1.380 PL 4.00 PF 1.0 57 31.0 0.0 10.0 0.0 7.,8 120 FTG T PE 0.0 46 31.0 0.0 9.0 0.0 0.103 TL 10.00 PV 0.4 Pipe: 35 72.0 2.067 PL 4.00 PF 0.7 58 27.0 0.0 12.5 0.0 6.9 120 FTG T PE -1.7 57 31.0 0.0 10.0 0.0 0.051 TL 14.00 PV 0.3 Pipe: 36 260.2 4.310 PL 1.67 PF 0.5 21 27.0 0.0 13.0 0.0 5.7 120 FTG T PE 0.0 58 27.0 0.0 12.5 0.0 0.015 TL 29.47 PV 0.2 Pipe: 37 17.3 1.049 PL 6.83 PF 0.9 49 27.5 0.0 7.4 0.0 6.4 120 FTG E PE 3.0 49A 20.7 5.6 9.5 17.3 0.099 TL 8.83 PV 0.3 Pipe: 38 17.3 1.380 PL 4.33 PF 0.1 50 27.5 0.0 7.5 0.0 3.7 120 FTG ---- PE 0.0 49 27.5 0.0 7.4 0.0 0.026 TL 4.33 PV 0.1 Pipe: 39 15.7 1.049 PL 5.00 PF 1.0 50 27.5 0.0 7.5 0.0 5.8 120 FTG ET PE 1.3 50A 24.5 5.6 7.8 15.7 0.083 TL 12.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7./13/2002 C:\HASS73\08-1058-2 .SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 32.9 1.380 PL 6.67 PF 0.6 51 27.5 0.0 8.1 0.0 7.1 120 FTG ---- PE 0.0 50 27.5 0.0 7.5 0.0 0.086 TL 6.67 PV 0.3 Pipe: 41 17.6 1.049 PL 6.83 PF 1.2 51 27.5 0.0 8.1 0.0 6.5 120 FTG T PE 3.0 51A 20.7 5.6 9.9 17.6 0.102 TL 11.83 PV 0.3 Pipe: 42 . 50.5 1.380 PL 6.67 PF 1.3. 52 27.5 0.0 9.4 0.0 10.8 120 FTG ---- PE 0.0 51 27.5 0.0 8.1 0.0 0.190 TL 6.67 PV 0.8 Pipe: 43 17.2 1.049 PL 5.00 PF 1.2 52 27.5 0.0 9.4 0.0 6.4 120 FTG ET PE 1.3 52A 24.5 5.6 9.5 17.2 0.099 TL 12.00 PV 0.3 Pipe: 44 67.8 1.380 PL 2.67 PF 2.8 59 27.5 0.0 12.2 0.0 14.5 120 FTG T PE 0.0 52 27.5 . 0.0 9.4 0.0 0.327 TL 8.67 PV 1.4 Pipe: 45 67.8 2.067 PL 0.50 PF 0.5 60 27.0 0.0 12.9 0.0 6.5 120 FTG T PE -0.2 59 27.5 0.0 12.2 0.0 . 0.046 TL 10.50 PV 0.3 Pipe: 46 67.8 4.310 PL 8.33 PF 0.0 21 27.0 0.0 13.0 0.0 1.5 120 FTG T PE 0.0 60 27.0 0.0 12.9 0.0 0.001 TL 36.13 PV 0.0 Pipe: 47 328.0 4.310 PL 42.00 PF 1.0 22 27.0 0.0 13.9 0.0 7.2 120 FTG ---- PE 0.0 21 27.0 0.0 13.0 0.0 0.024 TL 42.00 PV 0.4 Pipe: 48 18.9 1.049 PL 5.00 PF 1.1 37 27.5 0.0 11.2 0.0 7.0 120 FTG 2E PE 1.3 37A 24.5 5.6 11.4 18.9 0.118 TL 9.00 PV 0.3 Pipe: 49 18.9 1.380 PL 6.67 PF 0.2 38 27.5 0.0 11.4 0.0 4.1 120 FTG ---- PE 0.0 37 27.5 0.0 11.2 0.0 0.031 TL 6.67 PV 0.1 Pipe: 50 20.1 1.049 PL 6.83 PF 1.5 38 27.5 0.0 11.4 0.0 7.4 120 FTG T PE 3.0 38A 20.7 5.6 12.8 20.1 0.131 TL 11.83 PV 0.4 Pipe: 51 39.0 1.380 PL 11.67 PF 2.1 61 27.5 0.0 13.5 0.0 8.4 120 FTG T PE 0.0 38 27.5 0.0 11.4 0.0 0.118 TL 17.67 PV 0.5 Pipe: 52 39.0 2.067 PL 0.50 PF 0.2 62 27.0 0.0 13.9 0.0 3.7 120 FTG T PE -0.2 61 27.5 0.0 13.5 0.0 0.016 TL 10.50 PV 0.1 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/13/2002 C:\HASS73\08-1058-2.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 39.0 4.310 PL 10.00 PF 0.0 64 27.0 0.0 13.9 0.0 0.9 120 FTG ---- PE 0.0 62 27.0 0.0 13.9 0.0 0.000 TL 10.00 PV 0.0 Pipe: 54 20.1 1.049 PL 7.00 PF 1.6 43 31.0 0.0 11.5 0.0 7.5 120 FTG T PE 3.0 43A 24.0 5.6 12.9 20.1 0.132 TL 12.00 PV 0.4 • Pipe: 55 20.1 1.380 PL 11.67 PF 0.6 63 31.0 0.0 12.1 0.0 4.3 120 FTG T PE 0.0 43 31.0 0.0 11.5 0.0 0.035 TL 17.67 PV 0.1 Pipe: 56 20.1 2.067 PL 4.00 PF 0.1 64 27.0 0.0 13.9 0.0 1.9 120 FTG T PE -1.7 63 31.0 0.0 12.1 0.0 0.005 TL 14.00 PV 0.0 Pipe: 57 59.1 4.310 PL 10.67 PF 0.0 66 27.0 0.0 13.9 0.0 1.3 120 FTG ---- PE 0.0 64 27.0 0.0 13.9 0.0 0.001 TL 10.67 PV 0.0 Pipe: 58 20.1 1.049 PL 7.00 PF 1.6 48 31.0 0.0 11.5 0.0 7.5 120 FTG T PE 3.0 48A 24.0 5.6. 12.9 20.1 0.132 TL 12.00 PV 0.4 Pipe: 59 20.1 1.380 PL 11.67 PF 0.6 65 31.0 0.0 12.1 0.0 4.3 120 FTG T PE 0.0 48 31.0 0.0 11.5 0.0 0.035 TL 17.67 PV 0.1 Pipe: 60 20.1 2.067 PL 4.00 PF 0.1 66 27.0 0.0 13.9 0.0 1.9 120 FTG T PE -1.7 65 31.0 0.0 12.1 0.0 0.005 TL 14.00 PV 0.0 Pipe: 61 79.3 4.310 PL 1.67 PF 0.1 22 27.0 0.0 13.9 0.0 1.7 120 FTG T PE 0.0 66 27.0 0.0 13.9 0.0 0.002 TL 29.47 PV 0.0 Pipe: 62 407.3 4.310 PL 33.00 PF 1.5 23 27.0 0.0 15.4 0.0 9.0 120 FTG L PE 0.0 22 27.0 0.0 13.9 0.0 0.035 TL 42.45 PV 0.5 Pipe: 63 407.3 4.310 PL 3.00 PF 0.4 24 24.0 0.0 17.2 0.0 9.0 120 FTG L PE -1.3 23 27.0 0.0 15.4 0.0 0.035 TL 12.45 PV 0.5 Pipe: 64 407.3 4.310 PL 3.00 PF 0.4 25 24.0 0.0 17.6 0.0 9.0 120 FTG L PE 0.0 24 24.0 0.0 17.2 0.0 0.035 TL 12.45 PV 0.5 Pipe: 65 407.3 4.310 PL 4.50 PF 1.1 26 24.0 0,0 18.8 0.0 9.0 120 FTG T PE 0.0 25 24.0 0.0 17.6 0.0 0.035 TL 32.30 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/13/2002 C:\HASS73\08-1058-2.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 407.3 4.310 PL 27.25 PF 2.3 TOR 24.0 0.0 21.0 0.0 9.0 120 FTG TL PE 0.0 26 24.0 0.0 18.8 0.0 0.035 TL 64.50 PV 0.5 Pipe: 67 407.3 4.310 PL 26.00 PF 1.6 BOR 0.5 0.0 32.8 0.0 9.0 120 FTG 2L PE -10.2 TOR 24.0 0.0 21.0 0.0 0.035 TL 44.90 PV 0.5 Pipe: 68 407.3 4.220 PL 10.50 PF 0.6 DI -3.5 0.0 35.2 0.0 9.3 140 FTG L PE -1.7 BOR 0.5 0.0 32.8 0.0 0.029 TL 21.50 PV 0.6 Pipe: 69 407.3 4.240 PL 64.00 PF 1.9 UG1 -3.5 0.0 37.1 0.0 9.3 150 FTG L PE 0.0 DI -3.5 0.0 35.2 0.0 0.025 TL 76.00 PV 0.6 Pipe: 70 407.3 6.080 PL 3.00 PF 0.1 tJG2 -3.5 0.0 37.2 0.0 4.5 150 FTG 2L PE 0.0 UG1 -3.5 0.0 37.1 0.0 0.004 •TL 31.00 PV 0.1 Pipe: 71 407.3 6.280 PL 6.00 PF 0.1 BF1 2.5 0.0 34.7 0.0 4.2 140 FTG . L PE 2.6 UG2 -3.5 0.0 37.2 0.0 0.004 TL 22.00 PV 0.1 Pipe: 72 FIXED PRESSURE LOSS DEVICE BF2 2.5 0.0 41.2 0.0 6.5 psi, 407.3 gpm BF1 2.5 0.'0 34.7 0.0 Pipe: 73 407.3 6.280 PL 6.00 PF 0.1 UG3 -3.5 0.0 43.9 0.0 4.2 140 FTG L PE. -2.6 BF2 2.5 0.0 41.2 0.0 0.004 TL 22.00 PV 0.1 Pipe: 74 407.3 6.080 PL 22.00 PF 0.4 UG4 -3.5 0.0 44.3 0.0 4.5 150 FTG TLG PE 0.0 UG3 -3.5 0.0 43.9 0.0 0.004 TL 87.00 PV 0.1 Pipe: 75 407.3 11.650 PL 97.00 PF 0.0 SOURCE 2.5 SRCE 41.7 (N/A) 1.2 150 FTG TLG PE 2.6 UG4 -3.5 0.0 44.3 0.0 0.000 TL 204.00 PV 0.0 NOTES: Calculations were performed by the HASS 7.3 computer program under license no. 4904076910 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, 'GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.062 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: .7/13/2002 C:\HASS73\08-1058-2.SDF J'OB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 14.5 ft/sec at pipe 44. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEil ChkVlv BfyVlv GatVlv AimChk DPViv NPTee 45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 0.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 0.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.00 0.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N D Eli Tee LngE1l ChkViv BfyViv GatVlv NPTee 45ELL 4.220 18.00 36.00 11.00 39.00 22.00 .4.00 36.00 13.00 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 13.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEii ChkViv BfyViv GatVlv NPTee D 4.240 19.00 39.00 12.00 43.00 23.00 4.00 39.00 6.080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 11.650 34.00 76.00 23.00 82.00 27.00 8.00 76.00 PAGE: F MATERIAL: DYNAFL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Eli Tee LNGELL CHKVLV BFYVLV GATVLV ALMCHK 45ELL FRLKL -------------------------------------------------------- FRLK45 FRLKT 4.310 10.00 27.80 9.45 22.00 12.00 4.00 20.00 5.56 9.45 4.72 22.24 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/13/2002 C:\HASS73\08-1058-2.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD GAME ROOM PENDENT CALC WATER SUPPLY ANALYSIS Static: 49.50 psi Resid: 45.00 psi Flow: 1040.0 gpm '-1 2 I I I I I I I LEGEND 1 Available pressure 48.31 psi @ 507.3 gpm 2 Required pressure 41.71 psi @ 507.3 gpm 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ACTION FIRE SYSTEMS CO., INC. AS61ooV. 9185 HARNESS STREET SPRING VALLEY, CA. 91977 HYDRAULIC CALCULATIONS FOR BOYS & GIRLS CLUB OF CARLSBAD 2730 BRESSI RANCH WAY CARLSBAD, CA. 92008 FILE NUMBER: 0871058-3.SDF ACTIVITIES ROOM PENDENT CALC 3 DATE: 4-20-09 -DESIGN DATA- OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 gpm per sq.ft. AREA OF APPLICATION: . 768 sq.ft. (ENTIRE AREA) COVERAGE PER SPRINKLER: 148 sq.ft. (max.) NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 120.6 gpm TOTAL WATER REQUIRED (including hose): 220.6 gpm FLOW AND PRESSURE (@ BOR): 120.6 gpm @ 31.2 psi SPRINKLER K-FACTOR: 5.60 NAME OF CONTRACTOR: ACTION FIRE SYSTEMS CO., INC. DESIGN/LAYOUT BY: DGG AUTHORITY HAVING JURISDICTION: SAN DIEGO FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16 #388160 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 49.5 *45.0 1040.0 49.2 220.6 38.7 1( /3y AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 220.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 120.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 80 13.0 - - - - 6.8 80A 11.2 K= 5.60 7.0 14.9 81 13.0 - - - - 7.0 81A 11.2 K= 5.60 7.0 14.8 82 13.0 - - - - 7.3 --- 82A 11.2 K= 5.60 7.3 15.1 83 13.0 - - - - 7.1 83A 11.2 K= 5.60 7.4 15.2 84 13.0 - - - - 7.0 - - - 84A 11.2 K= 5.60 7.2 15.1 85 13.0 - - - - 7.2 85A 11.2 K= 5.60 7.2 15.0 86 13.0 - - - - 7.6 86A 11.2 K= 5.60 7.5 15.4 87 13.0 - - - - 7.4 - - - 87A 11.2 K= 5.60 7.4 15.2 88 13.0 - - - - 8.0 - - - 89 12.0 - - - - 10.2 90 13.0 - - - - 8.2 91 12.0 - - - - 10.5 - - - 92 12.0 - - - - 11.2 93 3.0 - - - - 16.3 94 3.0 - - - - 18.7 - - - 95 12.0 - - - - 16.0 96 12.0 - - - - 23.8 96A 12.0 - - - - 24.6 96B 15.5 - - - - 23.3 97 15.5 - - - - 23.9 98 15.5 - - - - 24.1 - - - 99 24.0 - - - - 20.5 26 24.0 - - - - 20.6 TOR 24.0 - - - - 20.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB TILE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 NODE ANALYSIS DATA (cont.) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BOR 0.5 - - - - 31.2 DI -3.5 - - - - 33.0 UG1 -3.5 - - - - 33.2 UG2 -3.5 - - - - 33.2 UG3 -3.5 - - - - 41.2 - - UG4 -3.5 - - - - 41.3 BF1 2.5 - - - - 30.6 BF2 2.5 - - - - 38.6 - - - SOURCE 2.5 SOURCE 38.7 120.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 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 14.9 1.049 PL 3.46 PF 0.6 80 13.0 0.0 6.8 0.0 5.5 120 FTG 2E PE 0.8 80A 11.2 5.6 7.0 14.9 0.075 TL 7.46 PV 0.2 Pipe: 2 14.9 1.380 PL 9.00 PF 0.2 81 13.0 0.0 7.0 0.0 3.2 120 FTG ---- PE 0.0 80 13.0 0.0 6.8 0.0 0.020 TL 9.00 PV 0.1 Pipe: 3 . 14.8 1.049 PL 3.46 PF 0.8 81 13.0 0.0 7.0 0.0 5.5 120 FTG ET PE 0.8 81A 11.2 5.6 7.0 14.8 0.075 TL 10.46 PV 0.2 Pipe: 4 29.7 1.380 PL 7.67 PF 1.0 88 .13.0 0.0 8.0 0.0 6.4 120 FTG T PE 0.0 81 13.0 0.0 7.0 0.0 0.071 TL 13.67 PV 0.3 Pipe: 5 15.2 1.049 PL 3.46 PF 0.6 83 13.0 0.0 7.1 0.0 5.6 120 FTG 2E PE 0.8 83A 11.2 5.6 7.4 15.2 0.078 TL 7.46 PV 0.2 Pipe: 6 15.2 1.380 PL 9.00 PF 0.2 82 13.0 0.0 7.3 0.0 3.3 120 FTG ---- PE 0.0 83 13.0 0.0 7.1 0.0 0.021 TL 9.00 PV 0.1 Pipe: 7 15.1 1.049 PL 3.46 PF 0.8 82 13.0 0.0 7.3 0.0 5.6 120 FTG ET PE 0.8 82A 11.2 5.6 7.3 15.1 0.078 TL 10.46 PV 0.2 Pipe: 8 30.3 1.380 PL 2.33 PF 0.6 88 13.0 0.0 8.0 0.0 6.5 120 FTG T PE 0.0 82 13.0 0.0 7.3 0.0 0.074 TL 8.33 PV 0.3 Pipe: 9 60.0 1.380 PL 1.00 PF 1.8 89 12.0 0.0 10.2 0.0 12.9 120 FTG T PE -0.4 88 13.0 0.0 8.0 0.0 0.261 TL 7.00 PV 1.1 Pipe: 10 60.0 2.203 PL 10.00 PF 0.3 91 12.0 0.0 10.5 0.0 5.1 120 FTG ---- PE 0.0 89 12.0 0.0 10.2 0.0 0.027 TL 10.00 PV 0.2 Pipe: 11 15.1 1.049 PL 3.46 PF 0.6 84 13.0 0.0 7.0 0.0 5.6 120 FTG 2E PE 0.8 84A 11.2 5.6 7.2 15.1 0.077 TL 7.46 PV 0.2 Pipe: 12 15.1 1.380 PL 9.00 PF 0.2 85 13.0 0.0 7.2 0.0 3.2 120 FTG ---- PE 0.0 84 13.0 0.0 7.0 0.0 0.020 TL 9.00 PV 0.1 Pipe: 13 15.0 1.049 PL 3.46 PF 0.8 85 13.0 0.0 7.2 0.0 5.6 120 FTG ET PE 0.8 85A 11.2 5.6 7.2 15.0 0.077 TL 10.46 PV 0.2 Ir SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB TI'fLE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 30.1 1.380 PL 7.67 PF 1.0 90 13.0 0.0 8.2 0.0 6.5 120 FTG T PE 0.0 85 13.0 0.0 7.2 0.0 0.073 TL 13.67 PV 0.3 Pipe: 15 15.2 1.049 PL 3.46 PF 0.8 87 13.0 0.0 7.4 0.0 5.6 120 FTG ET PE 0.8 87A 11.2 5.6 7.4 15.2 0.078 TL 10.46 PV 0.2 Pipe: 16 15.2 1.380 FL 9.00 PF 0.2 86 13.0 0.0 7.6 0.0 3.3 120 FTG ---- FE 0.0 87 13.0 0.0 7.4 0.0 0.021 TL 9.00 PV 0.1 Pipe: 17 15.4 1.049 PL 3.46 PF 0.8 86 13.0 0.0 7.6 0.0 5.7 120 FTG ET PE 0.8 86A 11.2 5.6 7.5 15.4 0.080 TL 10.46 PV 0.2 Pipe: 18 30.5 1.380 FL 2.33 PF 0.6 90 13.0 0.0 8.2 0.0 6.6 120 FTG T PE 0.0 86 13.0 0.0 7.6 0.0 0.075 TL 8.33 PV 0.3 Pipe: 19 60.6 1.380 PL 1.00 PF 1.9 91 12.0 0.0 10.5 0.0 13.0 120 FTG T FE -0.4 90 13.0 0.0 8.2 0.0 0.266 TL 7.00 PV 1.1 Pipe: 20 120.6 2.203 FL 7.25 PF 0.7 92 12.0 0.0 11.2 0.0 10.2 120 FTG ---- PE 0.0 91 12.0 0.0 10.5 0.0 0.097 TL 7.25 PV 0.7 Pipe: 21 120.6 2.203 FL 9.00 PF 1.2 93 3.0 0.0 16.3 0.0 10.2 120 FTG L FE -3.9 92 12.0 0.0 11.2 0.0 0.097 TL 12.73 PV 0.7 Pipe: 22 120.6 2.203 FL 20.33 PF 2.3 94 3.0 0.0 18.7 0.0 10.2 120 FTG L FE 0.0 93 3.0 0.0 16.3 0.0 0.097 TL 24.06 PV 0.7 Pipe: 23 120.6 2.203 PL 9.00 PF 1.2 95 12.0 0.0 16.0 0.0 10.2 120 FTG L PE 3.9 94 3.0 0.0 18.7 0.0 0.097 TL 12.73 PV 0.7 Pipe: 24 120.6 2.203 PL 68.50 PF 7.8 96 12.0 0.0 23.8 0.0 10.2 120 FTG 3L FE 0.0 95 12.0 0.0 16.0 0.0 0.097 TL 79.69 PV 0.7 Pipe: 25 120.6 3.314 PL 49.75 PF 0.9 96A 12.0 0.0 24.6 0.0 4.5 120 FTG 2L PE 0.0 96 12.0 0.0 23.8 0.0 0.013 TL 64.29 PV 0.1 Pipe: 26 120.6 3.314 FL 3.50 PF 0.1 96B 15.5 0.0 23.3 0.0 4.5 120 FTG L PE 1.5 96A 12.0 0.0 24.6 0.0 0.013 TL 10.77 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 120.6 3.314 PL 33.00 PF 0.6 97 15.5 0.0 23.9 0.0 4.5 120 FTG 2L PE 0.0 96B 15.5 0.0 23.3 0.0 0.013 TL 47.54 PV 0.1 Pipe: 28 120.6 4.310 PL 24.25 PF 0.2 98 15.5 0.0 24.1 0.0 2.7 120 FTG TL PE 0.0 97 15.5 0.0 23.9 0.0 0.004 TL 61.50 PV 0.0 Pipe: 29 120.6 4.310 PL 8.50 PF 0.1 99 24.0 0.0 20.5 0.0 2.7 120 FTG L PE 3.7 98 15.5 0.0 24.1 0.0 0.004 TL 17.95 PV 0.0 Pipe: 30 120.6 4.310 PL 16.75 PF 0.1 26 24.0 0.0 20.6 0.0 2.7 120 FTG L PE 0.0 99 24.0 0.0 20.5 0.0 0.004 TL 26.20 PV 0.0 Pipe: 31 120.6 4.310 PL 27.25 PF 0.2 TOR 24.0 0.0 20.8 0.0 2.7 120 FTG TL PE 0.0 26 24.0 0.0 20.6 0.0 0.004 TL 64.50 PV 0.0 Pipe: 32 120.6 4.310 PL 26.00 PF 0.2 BOR 0.5 0.0 31.2 0.0 2.7 120 FTG 2L PE -10.2 TOR 24.0 0.0 20.8 0.0 0.004 TL 44.90 PV 0.0 Pipe: 33 120.6 4.220 PL 10.50 PF 0.1 DI -3.5 0.0 33.0 0.0 2.8 140 FTG L PE -1.7 BOR 0.5 0.0 31.2 0.0 0.003 TL 21.50 PV 0.1 Pipe: 34 120.6 4.240 PL 64.00 PF 0.2 UG1 -3.5 0.0 33.2 0.0 2.7 150 FTG L PE 0.0 DI -3.5 0.0 33.0 0.0 0.003 TL 76.00 PV 0.1 Pipe: 35 120.6 6.080 PL 3.00 PF 0.0 tJG2 -3.5 0.0 33.2 0.0 1.3 150 FTG 2L PE 0.0 UG1 -3.5 0.0 33.2 0.0 0.000 TL 31.00 PV 0.0 Pipe: 36 120.6 6.280 PL 6.00 PF 0.0 BF1 2.5 0.0 30.6 0.0 1.2 140 FTG L PE 2.6 UG2 -3.5 0.0 33.2 0.0 0.000 TL 22.00 PV 0.0 Pipe: 37 FIXED PRESSURE LOSS DEVICE BF2 2.5 0.0 38.6 0.0 8.0 psi, 120.6 gpm BF1 2.5 0.0 30.6 0.0 Pipe: 38 120.6 6.280 PL 6.00 PF 0.0 UG3 -3.5 0.0 41.2 0.0 1.2 140 FTG L PE -2.6 BF2 2.5 0.0 38.6 0.0 0.000 TL 22.00 PV 0.0 Pipe: 39 120.6 6.080 PL 22.00 PF 0.0 UG4 -3.5 0.0 41.3 0.0 1.3 150 FTG TLG PE 0.0 UG3 -3.5 0.0 41.2 0.0 0.000 TL 87.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 120.6 11.650 PL 97.00 PF 0.0 SOURCE 2.5 SRCE 38.7 (N/A) 0.4 150 FTG TLG PE 2.6 UG4 -3.5 0.0 41.3 0.0 0.000 TL 204.00 PV 0.0 NOTES: Calculations were performed by the HASS 7.3 computer program under license no. 4904076910 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.076 gpm. Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 19. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 45E11 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 0.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 0.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N D Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 45ELL 4.220 18.00 36.00 11.00 39.00 22.00 4.00 36.00 13.00 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 13.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB ,TITLE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 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 D 4.240 19.00 39.00 12.00 43.00 23.00 4.00 39.00 6.080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 11.650 34.00 76.00 23.00 82.00 27.00 8.00 76.00 PAGE: F MATERIAL: DYNAFL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Eli Tee LNGELL CHKVLV BFYVLV GATVLV ALMCHK 45ELL FRLKL -------------------------------------------------------- FRLK45 FRLKT 2.203 5.00 10.65 3.73 11.00 6.00 1.00 10.00 1.91 3.72 1.91 9.05 0.00 0.00 3.314 7.00 21.80 7.27 16.00 10.00 1.00 13.00 3.60 7.27 3.60 18.90 0.00 0.00 4.310 10.00 27.80 9.45 22.00 12.00 4.00 20.00 5.56 9.45 4.72 22.24 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/13/2002 C:\HASS73\08-1058-3.SDF JOB TITLE: BOYS & GIRLS CLUB OF CARLSBAD ACTIVITIES ROOM PENDENT CALC 3 WATER SUPPLY ANALYSIS Static: 49.50 psi Resid: 45.00 psi Flow: 1040.0 gpm mwo LEGEND 50.0 40.0 1 Available pressure 49.24 psi @ 220.6 gpm 2 Required pressure 38.68 psi @ 220.6 gpm P R 30.0 E S S U R 20.0 E p 10.0 1 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ACTION FIRE SYSTEMS CO., INC. 9185 HARNESS STREET SPRING VALLEY, CA. 91977 *0jt*4rzw HYDRAULIC CALCULATIONS FOR BOYS & GIRLS CLUB OF CARLSBAD 2730 BRESSI RANCH WAY CARLSBAD, CA. 92008 FILE NUMBER: 08-1058-4.SDF UPRIGHT ATTIC CALC 4 DATE: 4-20-09 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED:' TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER K-FACTOR: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: LIGHT HAZARD .10 gpm per sq.ft; 1975 sq.ft. (30% AREA INCREASE) 148 sq.ft. (max.) 19 sprinklers 315.0 gpm 415.0 gpm 314.9 gpm @ 31.5 psi 5.60 ACTION FIRE SYSTEMS CO., INC. DGG SAN DIEGO FIRE DEPARTMENT C16 #388160 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/13/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE % 49.5 )45.0 1040.0 48.7 415.0 38.7 -x 'e' /Jy /oy'- AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 415.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 315.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 100 12.5 K= 5.60 8.5 16.3 101 12.5 K= 5.60 8.8 16.6 102 15.2 K= 5.60 7.0 14.8 103 15.2 - - - - 7.2 104 15.2 K= 5.60 7.7 15.5 105 15.2 K= 5.60 7.5 15.4 106 15.2 K= 5.60 7.8 15.7 107 12.5 K= 5.60 9.4 17.2 108 12.5 K= 5.60 9.8 17.5 109 12.5 K= 5.60 8.3 16.1 110 12.5 K= 5.60 8.5 16.4 111 12.5 K= 5.60 8.9 16.7 112 12.5 K= 5.60 9.2 17.0 113 15.2 K= 5.60 7.1 14.9 114 15.2 K= 5.60 7.3 15.1 115 15.2 K= 5.60 7.9 15.7 116 15.2 K= 5.60 7.6 15.4 117 17.2 K= 5.60 11.7 19.2 118 17.2 K= 5.60 12.0 19.4 119 20.2 K= 5.60 12.8 20.1 120 12.5 - - - - 9.5 121 12.5 - - - - 10.0 122 15.2 - - - - 8.2 123 12.0 - - - - 10.3 124 15.2 - - - - 8.4 - - - 125 12.0 - - - - 10.5 126 12.5 - - - - 10.2 127 12.0 - - - - 11.1 --- 128 12.5 - - - - 9.9 - - - 129 12.0 - - - - 12.1 130 15.2 - - - - 8.5 131 12.0 - - - - 12.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/13/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 NODE ANALYSIS DATA (cont.) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 132 17.2 - - - - 13.1 133 12.0 - - - - 16.6 134 20.2 - - - - 13.1 135 12,0 - - - - 17.2 96 12.0 - - - - 13.7 96A 12.0 - - - - 17.4 --- 96B 15.5 - - - - 16.7 - - - 97 15.5 - - - - 20.5 98 15.5 - - - - 21.6 99 24.0 - - - - 18.3 26 24.0 - - - - 18.9 TOR 24.0 - - - - 20.3 BOR 0.5 - - - - 31.5 DI -3.5 - - - - 33.6 UG]. -3.5 - - - - 34.8 0G2 -3.5 - - - - 34.9 UG3 -3.5 - --.- 41.0 UG4 -3.5 - - - - 41.2 BF]. 2.5 - - - - 32.3 BF2 2.5 - - - - 38.3 - - - SOURCE 2.5 SOURCE 38.7 315.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/13/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 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 16.3 1.380 PL 13.50 PF 0.3 101 12.5 5.6 8.8 16.6 3.5 120 FTG ---- FE 0.0 100 12.5 5.6 8.5 16.3 0.023 TL 13.50 PV 0.1 Pipe: 2 32.9 1.380 PL 1.75 PF 0.7 120 12.5 0.0 9.5 0.0 7.1 120 FTG T PE 0.0 101 12.5 5.6 8.8 16.6 0.086 TL 7.75 PV 0.3 Pipe: 3 32.9 1.380 PL 0.50 PF 0.6 121 12.5 0.0 10.0 0.0 7.1 120 FTG T PE 0.0 120 12.5 0.0 9.5 0.0 0.086 TL 6.50 PV 0.3 Pipe: 4 32.9 2.203 PL 9.00 PF 0.1 123 12.0 0.0 10.3 0.0 2.8 120 FTG ---- PE -0.2 121 12.5 0.0 10.0 0.0 0.009 TL 9.00 PV 0.1 Pipe: 5 14.8 1.380 PL 2.50 PF 0.2 103 15.2 0.0 7.2 0.0 3.2 120 FTG T PE 0.0 102 15.2 5.6 7.0 14.8 0.020 TL 8.50 PV 0.1 Pipe: 6 14.8 1.380 FL 16.00 PF 0.5 104 15.2 5.6 7.7 15.5 3.2 120 FTG ET PE 0.0 103 15.2 0.0 7.2 0.0 0.020 TL 25.00 PV 0.1 Pipe: 7 30.3 1.380 PL 1.75 PF 0.6 122 15.2 0.0 8.2 0.0 6.5 120 FTG T PE 0.0 104 15.2 5.6 7.7 15.5 0.074 TL 7.75' PV 0.3 Pipe: 8 30.3 1.380 PL 3.25 PF 0.7 123 12.0 0.0 10.3 0.0 6.5 120 FTG T PE -1.4 122 15.2 0.0 8.2 0.0 0.074 TL 9.25 PV 0.3 Pipe: 9 63.2 2.203 FL 7.00 PF 0.2 125 12.0 0.0 10.5 0.0 5.3 120 FTG ---- FE 0.0 123 12.0 0.0 10.3 0.0 0.029 TL 7.00 PV 0.2 Pipe: 10 15.4 1.380 PL 13.50 PF 0.3 106 15.2 5.6 7.8 15.7 3.3 120 FTG ---- FE 0.0 105 15.2 5.6 7.5 15.4 0.021 TL 13.50 PV 0.1 Pipe: 11 31.0 1.380 FL 1.75 PF 0.6 124 15.2 0.0 8.4 0.0 6.7 120 FTG T PE 0.0 106 15.2 5.6 7.8 15.7 0.077 TL 7.75 PV 0.3 Pipe: 12 31.0 1.380 FL 3.25 PF 0.7 125 12.0 0.0 10.5 0.0 6.7 120 FTG T FE -1.4 124 15.2 0.0 8.4 0.0 0.077 TL 9.25 PV 0.3 Pipe: 13 94.2 2.203 PL 9.00 PF 0.6 127 12.0 0.0 11.1 0.0 7.9 120 FTG ---- FE 0.0 125 12.0 0.0 10.5 0.0 0.062 TL 9.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/13/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 17.2 1.380 PL 13.50 PF 0.3 108 12.5 5.6 9.8 17.5 3.7 120 FTG ---- FE 0.0 407 12.5 5.6 9.4 17.2 0.026 TL 13.50 PV 0.1 Pipe: 15 34.7 1.380 PL 1.75 P' 0.5 126 12.5 0.0 10.2 0.0 7.5 120 FTG E PE 0.0 108 12.5 5.6 9.8 17.5 0.095 TL 4.75 PV 0.4 Pipe: 16 34.7 1.380 PL 0.50 PF 0.6 127 12.0 0.0 11.1 0.0 7.5 120 FTG T PE -0.2 126 12.5 0.0 10.2 0.0 0.095 TL 6.50 PV 0.4 Pipe: 17 129.0 2.203 PL 24.00 PF 2.6 96 12.0 0.0 13.7 0.0 10.9 120 FTG ---- PE 0.0 127 12.0 0.0 11.1 0.0 0.110 TL 24.00 PV 0.8 Pipe: 18 16.1 1.380 FL 11.50 PF 0.3 110 12.5 5.6 8.5 16.4 3.5 120 FTG ---- PE 0.0 109 12.5 5.6 8.3 16.1 0.023 TL 11.50 PV 0.1 Pipe: 19 32.5 1.380 PL 9.75 PF 1.3 128 12.5 0.0 9.9 0.0 7.0 120 FTG T PE 0.0 110 12.5 5.6 8.5 16.4 0.084 TL 15.75 PV 0.3 Pipe: 20 16.7 1.380 PL 11.50 PF 0.3 112 12.5 5.6 9.2 17.0 3.6 120 FTG ---- FE 0.0 111 12.5 5.6 8.9 16.7 0.024 TL 11.50 PV 0.1 Pipe: 21 33.7 1.380 PL 1.75 PF 0.7 128 12.5 0.0 9.9 0.0 7.2 120 FTG T PE 0.0 112 12.5 5.6 9.2 17.0 0.090 TL 7.75 PV 0.4 Pipe: 22 66.1 1.380 FL 0.50 PF 2.0 129 12.0 0.0 12.1 0.0 14.2 120 FTG T PE -0.2 128 12.5 0.0 9.9 0.0 0.313 TL 6.50 PV 1.4 Pipe: 23 66.1 2.203 FL 8.00 PF 0.3 131 12.0 0.0 12.4 0.0 5.6 120 FTG ---- PE 0.0 129 12.0 0.0 12.1 0.0 0.032 TL 8.00 PV 0.2 Pipe: 24 14.9 1.380 FL 11.50 PF 0.2 114 15.2 5.6 7.3 15.1 3.2 120 FTG ---- FE 0.0 113 15.2 5.6 7.1 14.9 0.020 TL 11.50 PV 0.1 Pipe: 25 30.0 1.380 PL 9.75 PF 1.1 130 15.2 0.0 8.5 0.0 6.4 120 FTG T FE 0.0 114 15.2 5.6 7.3 15.1 0.073 TL 15.75 PV 0.3 Pipe: 26 15.4 1.380 PL 11.50 PF 0.2 115 15.2 5.6 7.9 15.7 3.3 120 FTG ---- PE 0.0 116 15.2 5.6 7.6 15.4 0.021 TL 11.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/13/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 31.1 1.380 PL 1.75 PF 0.6 130 15.2 0.0 8.5 0.0 6.7 120 FTG T PE 0.0 115 15.2 5.6 7.9 15.7 0.078 TL 7.75 PV 0.3 Pipe: 28 61.2 1.380 PL 3.25 PF 2.5 131 12.0 0.0 12.4 0.0 13.1 120 FTG T PE -1.4 130 15.2 0.0 8.5 0.0 0.271 TL 9.25 PV 1.2 Pipe: 29 127.3 2.203 PL 2.00 PF 1.4 96 12.0 0.0 13.7 0.0 10.7 120 FTG T PE 0.0 131 12.0 0.0 12.4 0.0 0.108 TL 12.65 PV 0.8 Pipe: 30 256.3 3.314 PL 39.00 PF 2.9 133 12.0 0.0 16.6 0.0 9.5 120 FTG 2L PE 0.0 96 12.0 0.0 13.7 0.0 0.054 TL 53.54 PV 0.6 Pipe: 31 19.2 1.380 PL 10.00 PF 0.3 118 17.2 5.6 12.0 19.4 4.1 120 FTG ---- PE 0.0 117 17.2 5.6 11.7 19.2 0.032 TL 10.00 PV 0.1 Pipe: 32 38.6 1.380 PL 6.25 PF 1.1 132 17.2 0.0 13.1 0.0 8.3 120 FTG E PE 0.0 118 17.2 5.6 12.0 19.4 0.115 TL 9.25 PV 0.5 Pipe: 33 38.6 1.380 PL 5.16 PF 1.3 133 12.0 0.0 16.6 0.0 8.3 120 FTG T PE -2.2 132 17.2 0.0 13.1 0.0 0.115 TL 11.16 PV 0.5 Pipe: 34 294.9 3.314 PL 8.00 PF 0.6 135 12.0 0.0 17.2 0.0 11.0 120 FTG ---- PE 0.0 133 12.0 0.0 16.6 0.0 0.070 TL 8.00 PV 0.8 Pipe: 35 20.1 1.380 PL 6.25 PF 0.3 134 20.2 0.0 13.1 0.0 4.3 120 FTG E PE 0.0 119 20.2 5.6 12.8 20.1 0.034 TL 9.25 PV 0.1 Pipe: 36 20.1 1.380 PL 8.16 PF 0.5 135 12.0 0.0 17.2 0.0 4.3 120 FTG T PE -3.5 134 20.2 0.0 13.1 0.0 0.034 TL 14.16 PV 0.1 Pipe: 37 314.9 3.314 PL 3.00 PF 0.2 96A 12.0 0.0 17.4 0.0 11.7 120 FTG ---- PE 0.0 135 12.0 0.0 17.2 0.0 0.079 TL 3.00 PV 0.9 Pipe: 38 314.9 3.314 PL 3.50 PF 0.8 96B 15.5 0.0 16.7 0.0 11.7 120 FTG L PE 1.5 96A 12.0 0.0 17.4 0.0 0.079 TL 10.77 PV 0.9 Pipe: 39 314.9 3.314 PL 33.00 PF 3.7 97 15.5 0.0 20.5 0.0 11.7 120 FTG 2L PE 0.0 96B 15.5 0.0 16.7 0.0 0.079 TL 47.54 PV 0.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7113/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 314.9 4.310 PL 24.25 PF 1.1 98 15.5 0.0 21.6 0.0 6.9 120 FTG T PE 0.0 97 15.5 0.0 20.5 0.0 0.022 TL 52.05 PV 0.3 Pipe: 41 314.9 4.310 PL 8.50 PF 0.4 99 24.0 0.0 18.3 0.0 6.9 120 FTG L PE 3.7 98 15.5 0.0 21.6 0.0 0.022 TL 17.95 PV 0.3 Pipe: 42 314.9 4.310 PL 16.75 PF 0.6 26 24.0 0.0 18.9 0.0 6.9 120 FTG L PE 0.0 99 24.0 0.0 18.3 0.0 0.022 TL 26.20 PV 0.3 Pipe: 43 314.9 4.310 PL 27.25 PF 1.4 TOR 24.0 0.0 20.3 0.0 6.9 120 FTG TL PE 0.0 26 24.0 0.0 18.9 0.0 0.022 TL 64.50 PV 0.3 Pipe: 44 314.9 4.310 PL 26.00 PF 1.0 BOR 0.5 0.0 31.5 0.0 6.9. 120 .FTG 2L PE -10.2 TOR 24.0 0.0 20.3 0.0 0.022 TL 44.90 PV 0.3 Pipe: 45 314.9 4.220 PL 10.50 PF 0.4 DI -3.5 0.0 33.6 0.0 7.2 140 FTG L PE -1.7 BOR 0.5 0.0 31.5 0.0 0.018 TL 21.50 PV 0.4 Pipe: 46 314.9 4.240 PL 64.00 PF 1.2 UG1 -3.5 0.0 34.8 0.0 7.2 150 FTG L PE 0.0 DI -3.5 0.0 33.6 0.0 0.016 TL 76.00 PV 0.3 Pipe: 47 314.9 6.080 PL 3.00 PF 0.1 UG2 -3.5 0.0 34.9 0.0 3.5 150 FTG 2L PE 0.0 UG1 -3.5 0.0 34.8 0.0 0.003 TL 31.00 PV 0.1 Pipe: 48 314.9 6.280 PL 6.00 PF 0.1 BFI 2.5 0.0 32.3 0.0 3.3 140 FTG L PE 2.6 UG2 -3.5 0.0 34.9 0.0 0.003 TL 22.00 PV 0.1 Pipe: 49 FIXED PRESSURE LOSS DEVICE BF2 2.5 0.0 38.3 0.0 6.0 psi, 314.9 gpm BF1 2.5 0.0 32.3 0.0 Pipe: 50 314.9 6.280 PL 6.00 PF 0.1 UG3 -3.5 0.0 41.0 0.0 3.3 140 FTG L PE -2.6 BF2 2.5 0.0 38.3 0.0 0.003 TL 22.00 PV 0.1 Pipe: 51 314.9 6.080 PL 22.00 PF 0.2 UG4 -3.5 0.0 41.2 0.0 3.5 150 FTG TLG PE 0.0 UG3 -3.5 0.0 41.0 0.0 0.003 TL 87.00 PV 0.1 Pipe: 52 315.0 11.650 PL 97.00 PF 0.0 SOURCE 2.5 SRCE 38.7 (N/A) 0.9 150 FTG TLG PE 2.6 UG4 -3.5 0.0 41.2 0.0 0.000 TL 204.00 PV 0.0 - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7.113/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 NOTES: Calculations were performed by the HASS 7.3 computer program under license no. 4904076910 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.061 gpm. Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 14.2 ft/sec at pipe 22. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C IB G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlxnChk DPVlv NPTee -------------------------------------------------------- 45E11 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 0.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N D Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 45ELL 4.220 18.00 36.00 11.00 39.00 22.00 4.00 36.00 13.00 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 13.00 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 D 4.240 19.00 39.00 12.00 43.00 23.00 4.00 39.00 6.080 21.00 46.00 14.00 49.00 15.00 5.00 46.00 11.650 34.00 76.00 23.00 82.00 27.00 8.00 76.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/13/2002 C:\HASS73\08-1058-4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 PAGE: F MATERIAL: DYNAFL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Eli Tee LNGELL CHKVLV BFYVLV GATVLV ALMCHK 45ELL FRLKL FRLK45 FRLKT 2.203 5.00 10.65 3.73 11.00 6.00 1.91 9.05 0.00 0.00 3.314 7.00 21.80 7.27 16.00 10.00 3.60 18.90 0.00 0.00 4.310 10.00 27.80 9.45 22.00 12.00 4.72 22.24 0.00 0.00 1.00 10.00 1.91 3.72 1.00 13.00 3.60 7.27 4.00 20.00 5.56 9.45 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: /13/2002 C:\HASS73\08-1058--4.SDF JOB TITLE: BOYS & GIRS CLUB OF CARLSBAD UPRIGHT ATTIC CALC 4 WATER SUPPLY ANALYSIS Static: 49.50 psi Resid: 45.00 psi Flow: 1040.0 gpm LEGEND 50.0 V//, Available pressure 48.68 psi @ 41.5.0 gpm 2 40.0 Required pressure 38.66 psi @ 415.0 gpm P R 30.0 E S S U R 20.0 E p 10.0 1 Am 400600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) AS016D+Zwo March 14, 2008 Sprinkler 41a MICROFAST5 AND '4J I FI rSIG l:II[.7Mi MicrofastHP5 QUICK RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Microfaste and MicrofastHP11 Quick Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes and temperature ratings and K-Factors to meet design requirements. The special Polyester and Teflone coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for TeflonO and Polyester coat- ings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: Calendar Number 19-76-SA and MbA 9-92-E, volume io ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificate G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4950021 LPC Approved: Ref. No. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD40130, and 0786-C PD-40 170 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-108 NOTE: Other International approval certificates are available upon request. Refer to the Approval Chart on page 41d and Design Criteria on page 41e for cULus and FM approval requirements that must be followed. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Chart Nominal K-Factor: Refer to the Approval Chart Glass-bulb fluid temperature rated to -65 OF (-55 C) Overall Length: Refer to the Approval Chart Viking Technical Data may be found on The Viking Corporation's Web site at http:llwww.vikinggroupinc.com. The Web site may Include a more recent edition of this Technical Data Page. Material Standards: Frame Casting: Brass UNS-C84400 Deflector Phosphor Bronze UNS-051000 or Copper UNS-C1 9500 for Sprinklers 06662B, 06666B, 06765B, and 12104. Copper UNS-C19500 for Sprinkler 12282. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment: Brass UNS-C36000 Ejector Spring (for Sprinkler 12104): Stainless Steel Form No. F_081296 Replaces page 41a-f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 06666B, Added Dry System note in approval chart for Small Orifice.) Sprinkler 41b March 14, 2008 MICROFAST® AND MicrofastHP® QUICK "'J I FJ I'*1G lII[UI1iW RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com For Teflone Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip CapTeflone Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfaste and MicrofastHP® Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler fin- ish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy = F, White Polyester = M-M, Black Polyester = M-/B, and Black Teflone = N Temperature Suffix (F/°C): 135°I680 = A, 155°/68° = B, 175°/79° = D. 2000/930 = E, and 286°/141° = G For example, sprinkler VK302 with a 1/2' thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 06662BAB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the 'Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000). Wrench for coated and/or recessed sprinklers: Part No. 12144W/B (available since 2003) NOTE: RECESSED PENDENT SPRINKLERS WITH PROTECTIVE CAPS MUST USE WRENCH 12144W1B. A 14" ratchet is required (not available from Viking). Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection. Testing and Maintenance requirements. AVAILABILITY The Viking Microfaste and MicrofastHPe Quick Response Pendent Sprinklers are available through a network of domestic'and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Wrench Fiats //—Protective SprinkLer Cup 10896 © Figure 1: Standard Sprinkler Wrench 10896W!B March 14, 2008 Sprinkler 41c MICROFAST® AND ,.J I FI l:lIIe7v - MicrofastHP® QUICK :RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com T) AND r,Trr1r. M—am 0 R ..,- . _. .... ..-... / Ordinary 135 F (57 'C) 100 'F (38 C) Orange Ordinary . 155 'F (68 'C) 100 'F (38 'C) Red Intermediate 175' F (79 'C) 150 'F (65 'C) Yellow Intermediate 200 'F (93 'C) . 150 'F (65 'C) Green High 286 'F (141 'C) 225 'F (107 'C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards.. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indiôated on pages 41 d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. IRA ............................. VM7 - Sprinkler drench 12144'.//Baa For instaUing coated and/or recessed endent sprinklers : Carefuuy slide the with protective caps. 1 ------- wrench sideways around the protective cap, ensuring engage- ment with the sprinkler *)KA 1/2 ratchet is required wrench flats. (not available from Viking). Figure 2: Wrench 12144WIB for Coated and/or Recessed Pendent Sprinklers Sprinkler 41d March 14, 2008 MICROFAST® AND MicrofastHP® QUICK "sJ :RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com - -.,.;;•::-.:' ....:I .::.:.'::." - Apj oiat Chart 1-----Temth KEY 2 II ía nd 'Mlcro!astH QuIktspose PenenpInkle Maximum ' 75 PSI (12 bar) WWP . c . ... - Sprinkler 'Thread Size Nominal Overall Listings and Approvals3 Base SIN KFactor Length (Refer also to Design Criteria on page 41e.) Part No.' NPT BSP U.S. metric2 Inches mm cULus4 FM-1 NYC- VdS LPCB I CE I 0 Standard Orifice 06662B VK302 1/2" 15 mm 5.6 80.6 2-1/4" 58 AIX, BIY I A3X, B3Y AIX, B1Y A3 A3X, 133Y C3X, E3Y13 C3X, E3Y'5 Large Orifice 06666B VK352 3/4 20 mm 80 115.2 2-3/8" 60 AIX, B1Y A2X, 132Y AIX, B1Y - A3X C3'3 12104 VK352. 3/4" 20 mm 1 8.0 115.2 2-1/4" 58 - - - G3 - -- - 06765B VK352 1/2" 15 mm 1 8.0 115.2 2-3/8" 60 AIX, B1Y - AIX, BIY A3 -- -- - Small Orifice9 067181310• VK329 1/2" 15 mm 28 40.3 2-3/16" 56 AIX, B1Y A2X AIX, B1Y - - - -- 06720B'° VK331 1/2" 15 mm 42 60.5 2-1/4" 58 AIX, B1Y - AIX, BIY -- - - - 06932B VK331 -- 10 mm 42 60.5 2-3/8" 60 - ,- - AS - G2'4 - Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler Thread Size Nominal Overall Listings and Approvals3 Base SIN - K-Factor Length (Refer also to Design Criteria on page 41e.) Part No' NPT I SP U.S. metric2 Inches mm cULus4 FM NYC" VdS LPCB 0 12282 VK317 1/2" 15 mm 5.6 80.6 2-1/4" 58 Al X, BI - AIX - - -- - Maximum 250 PSI (17 bar) WWP Small Orifice9 1229010 1 VK342 1112" 115 mm 2.8 1 40.3 1 2-3/16" 56 1 AIX, BIY - AIX Approved Temperature Ratings . Approved Escutcheons A - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C), 200 "F (93 "C), . Approved Finishes X - Standard surface-mounted escutcheon or B - 155 'F (68 "C) 175 "F (79 "C) and 200 "F (93 "C) 1 - Brass, Chrome-Enloy®, White Poly- the Viking Microfast Model F-i Adjustable C - 155 "F (68 "'C), 175 "F (79 "C), 200 "F (3 "C), and 286 "F ester78, Black Polyester78, and Black Escutcheon12 (141 C) Tefion 7 Y - Standard surface-mounted escutcheon or D - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C), and 286 "F 2 - Brass and Chrome-Enloy® the Viking Miciofast® Model F-i Adjustable (141 "C) 3-Brass, Chrome-Enloy®, White Polyester8, Escutcheon12 or recessed with the Viking :(68 C), 175 : g : 1") and Black Polyester8 Micromatic Model E-1 or E-2 Recessed G - 155 "F (68 "C) Escutcheon Footnotes 'Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. FM Approved for use only in wet-pipe sprinkler systems (or preaction systems qualifying as wet systems) for protection of occupancies described in the Factory Mutual Engineering and Research Loss Prevention Data Sheets and Technical Advisory Bulletins. 6Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. cULus Listed as corrosion resistant Other colors are available on request with the same Listings and Approvals as the standard colors. 0 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.21< sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or intemally galvanized. "The sprinkler orifice is bushed. "Accepted for use. City of New York Department of Buildings, MEA Number 89-92-E, Vol. 16. 12The Viking Microfast Model F-i Adjustable Escutcheon is considered a surface-mounted escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of the wall or ceiling. ' i.E Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. 14(.( Certified. Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40130 and 0786-CPD-401 70. is G MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1 003 and 0832-MED-1008. 'March 14, 2008 Sprinkler 41e I.IIII U MicrofastHP® QUICK "J I FJ Fs1GMOM RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com -c'-' bEsIGN CRITERIA - . -' (Also Rferto the.ppmvel cWaiton pqei41d ' cULus Listing Requirements: Microfast® and MicrofastHP15 Quick Response Pendent Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. FM Aooroval Reaulrements: For installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers-are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Ceiling Opening Size: 2-5/16' (58,7 mm) minimum 2-1/2' (63.5 mm) maximum 2-1/8' p (54 rim) 1/2' NPT (15 mm) I 2-1/4' 1-5/8' (58 mm) (41 mm) L Pendent Sprinkler 06662B (VK302) 1-3/4' (44.5 mm) InstaUecI with a standard 1/8' surface- mounted escutcheon. 2' . 1-1/2' (38.1 mm) (50.8 mm) Minimum Maximum InstaUed with a MicroFast Model F-i Adjustable Escutcheon Figure 3: Sprinkler VK302 Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon Sprinkler 41f March 14, 2008 MICRÔFAST® AND I MicrofastHP0 QUICK I .iII(IFIGj l:lI[.,yM RESPONSE PENDENT I SPRINKLERS I The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com I 2-1/8' I Ceiling Opening Size: I 2-1/8' I I.- (54 ) 2-5/16' (58.7 mm) minimum I (54 rim) I 2-1/2' (63.5 mm) maximum 1-3 I /4' 1-1/8' (28.6 mm) Minimum 2' 11/8' (28.6 mm) (44.5 mm) \ Maximum _________ (50.8 tin) Minimum Maximum ,/Installed with a Micromatic Installed with a thread on Model E-1 Recessed Escutcheon Model E-2 Recessed Escutcheon Figure 4: Sprinkler VK302 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_081296 Replaces page 41a-f, dated October 12, 2007. (Added LPCB Approval and updated CE Approval for Sprinkler 06666B, Added Dry System note in approval chart for Small Orifice.) AS61oo+Z April 25, 2008 Sprinkler 51a The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION Viking Microfast' and MicrofastHP5 Quick Response Upright and Conventional (Old Style) Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes, temperature ratings, and K-Factors to meet design requirements. The special Polyester and Teflone coatings can be used in decorative applications where colors are desired. In addi- tion, these coatings have been investigated for installation in corrosive atmos- pheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflone and Polyester coat- ings as corrosion resistant.) 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV - i-wi Approved: Class 2020 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-H5407984B-PDA VdS Approved: Certificate G4060054, G4060056, G4880046, G4930039, and G4980020 LPC Approved: Ref. No. 096e/03, TE30401, and TE30872 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001, 0832-CPD-2003, 0786-CPD-40131, and 0786-CPD-40171 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to the Approval Chart on page 51d and Design Criteria on page 51e for cULus and FM approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: Sprinklers VK315 and VK340 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- sure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: Refer to the Approval Chart Nominal K-Factor: Refer to the Approval Chart Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Chart Viking Technical Data may be found on The Viking Corporation's Web site at http:/Iwww.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C23000 or Copper UNS-C19500 for Sprinklers 06661B and 12281. Copper UNS-C19500 for Sprinklers 0666513, 06764B. and 07060. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06719B, 06717B, and 12286): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For TeflonO Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip CapTeflone Coated Form No. F_080488 Replaces page 51a-e, dated March 7, 2008. (Updated LPCB Approval on Sprinkler 14817.) Sprinkler 51b April 25, 2008 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269.945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs©vikingcorp.com For Polyester Coated Sorinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Microfast and MicrofastHPO Quick Response Upright and Conventional Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-NV, Black Polyester= M-/B, and Black TeflonO = N Temperature Suffix ("F/"C): 135°/68° = A. 155°/68° = B, 175°/79° = D, 200"I93° = E, and 286"/141" = G For example, sprinkler VK300 with a 1/2" thread, Brass finish and a 155 °F/68 °C temperature rating = Part No. 06661 BAB Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfase and MicrofastHP10 Quick Response Upright and Conventional Sprinklers are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. April 25, 2008 Sprinkler 51c The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES qv ... Sprinkler Temperature .•. Spnnkler Nominal Maximuth Aipbient - Classification Temperatire Rating1 ' Ceiling Tmperature2 Bulb Color ... / Ordinary 135 'F (57 'C) 100 'F (38 'C) Orange V' Ordinary 155 'F (68 'C) 100 'F (38 'C) Red / Intermediate 175 'F (79 'C) 150 'F (65 'C) Yellow Intermediate 200 ¶ (93 'C) 150 'F (65 'C) Green High 286 'F (141 'C) 225 'F (107 'C) Blue Sprinkler Finishes: Brass, Chrome-Enloy®, White Polyester, Black Polyester, and Black Teflon® Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black Teflon® Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on pages 51 d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. Sprinkler Wrench FFlat _\ Protective V Cap 0___ 09M *"q (• Figure 1: Standard Sprinkler Wrench 10896W!B Sprinkler 51d April 25, 2008 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Approval Chart I - Temperature KEY Response. Upright a Conventional S rinklers L1X 5smile fi cab'e) - - Maumi n"175 PSI bar (12 iIWP Base Part Thread Size Nominal Overall Length I Listings and Approvals3 I Number' SIN K-Factor ______________ (Refer also to Design Criteria on page 51e.) NPT I BSP U.S. I metric2 Inches I mm cULus4 I FM7 I NYC8 I VdS I LPCB I CE I 7 Upright- tandard Orifice 06661B VK300 1 1/2' 1 15 mm 1 5.6 1 80.6 1 2-3/16 1 56 1 A2 I A3 I A2 I - -- - 07060 1 VK345 I - 15 mm 1 5.6 1 80.6 1 2-3/16 1 56 1 A3 I - A3 I A3 I B3'2 1 B3'4 Conventional-Standard Orifice 06766B I VK3I0 I 1/2" 115 mm I 5.6 I 80.6 1 2-3/16 I 56 I A3 I -- I A3 I - I A3 I B3 2 I 83' Upright-Large Orifice 06665B I VK350 1 3/4" -- 8.0 1 115.2 1 2-5/16 A2 I A3 I A2 I A3 I A3 I B312 -- 14817 1 VK350 I - 20 mm 1 8.0 1 115.2 1 2-5/16 1 59 1 A2 I A3 I A2 I A3 I A3 IB312 - 06764B I VK350 1 1/2" 1 15 mm 1 8.0 1 115.2 1 2-5/16 1 59 1 A2 I - A2 I A3 -- -- - Conventional-Largeifce 067686 I VK354 I 3/4" I 20 mm I 8.0 I 115.2 1 2-5/16 1 59 1 A2 I -- I A3 I -- I A3 I B312 I -- U iaht-Small Orifice lo 06717B" VK325 1/2" 15 mm 2.8 40.3 2-3/16 56 A2 Al A2 - - -- -- 06719B"I VK327 1 1/2" 1 15 mm 1 4.2 1 60.5 1 2-3/16 1 56 1 A2 I -- A2 I - - -- -- 06931 B11 I VK327 -- 10 mm 1 4.2 1 60.5 1 2-3/16 1 56 1 -- -- A3 I - E113 I -- Maximum 250 PSI (17 bar) WWP Upright-Standard Orifice Base Part Thread Size Nominal Overall Length Listings and Approvals' Number' N SIN K-Factor ________ (Refer also to Design Criteria on page 51e. NPT BSP U.S. metric2 Inches mm cULus4 FM NYC9 VdS LPCB CE 0 12281 VK315 1/2" 1 15 mm 1 5.6 1 80.6 1 2-3/16 1 56 A2 I -- A2 I - - -- -- Upright-S mail Orifice" 1228611 I VK340 I 1/2" 115mm I 2.8 I 40.3 I 2-3/16 56 I A2 I - I A2 -- Approved Temperature Ratings A - 135 "F (57 "C), 155 "F (68 "C), 175 "F (79 "C), 200 "F (93 "C), Approved Finishes and 286 "F (141"C) 1 - Brass and Chrome-Enlo? B - 155 "F (68 "C), 175 °F (79 "C), 200 "F (93 "C), and 286 "F (141°C) 2 - Brass, Chrome-Enloy', White Polyesters-6, Black Polyester56, C - 135°F (57 "C), 155 "F (68 "C), 175 "F (79 "C), and 286 "F (141°C) and Black Teflon65 D - 135°F (57 "C), 155 "F (68 "C), and 175 "F (79 "C) 3-Brass, Chrome-Enloy, White Polyester56, and Black Polyester5'6 E - 155°F (68 "C) Footnotes 'Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5cULus Listed as corrosion resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. 'For installation in accordance with the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins. 8Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA. 9Accepted for use, City of New York Department of Buildings, MEA 89-92-E, Vol. 16. 10 Listings and Approvals limited to Light Hazard Occupancies where allowed by the installation standards being applied, with hydraulically calculated wet systems only. Exception: 4.2K sprinklers may be installed on hydraulically calculated dry pipe systems where piping is corrosion resistant or internally galvanized. "The sprinkler orifice is bushed. l2 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001 and 0832-CPD-2003. ' CE Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40131. 110 MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. .', April 25, 2008 Sprinkler 51e MICROFAST® AND MicrofastHP!QULC.K N4 I Ki lII[sLU'7V RESPONSE UPRIGHT AND CONVENTIONAL SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com - :' DESiGNRlTERlA4 ,.j 't ç {AIso refer to the Approval Chart on pag 51d) ., cULus Listing Requirements: Microfast5 and MicrofastHP5 Quick Response Upright and Conventional Sprinklers are cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers, or old style (conventional) sprinklers. Designed for use in Light and Ordinary Hazard occupancies (exception: small orifice sprinklers are limited to Light Hazard where allowed by the installation standards being applied, with hydraulically calculated wet systems only). The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. For conventional sprinklers, refer to the installation guidelines for old style (conventional) sprinklers. FM Approval Requirements: For installation in accordance with the latest applicable FM Loss Prevention Data Sheets (including 2-8N) and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or, other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. S e ri.;4 yj ACTIQN FIRE; 619 482 9215;, Apr-20-09 3:03PM; Page 3/3 . )I AS0100+L Flow Test Record Test I lydrant Location 2730 444d0sl . ./e,ce1 VV A Hydrant ID No. Size Main Static ............. ç.ç Residual ......... co Pressure Drop.. . PDI l).... K factor for P1)1 1 ZJt Flow Hydrant() Hydrant I loeatnn A/YAe.D 57-. Hydrant 2 location_ Hydrant 3 Hydrant I Pitot PSI GPM: /040 Size of Orifice '/Z. Hydrant 2 Pitot ___ PSI GPM: Size of Orifice Hydrant 3 Pitot •_PSI GPM:- -- Size of 0iffiw._________ T ,.+ 1. £.'I4 .________________ (Qj) Calculated test and flow data - 0 x PD2 k Q2 rJDI*k Static:..................... Desired Residual.......20 Pressure Drop (PD 2).. K factor PD 2: 6 - -. x ?-...divided by__Z.3? equals GPM at 20 psi residual QI FD2k P1) 1k .QZ Comments: .... . -... Test condueled for i:?,Z .... Conductcd by: JA'' s - Time:_ s:'c_.i. Sen3y,, ACTILN FIRE; 619 462 9215; Apr-20-09 3:03PM; Page 2 /3 Carlsbad Municipal Water District Potable Water Discharge Event Report Date: - Location: Reason for Discharge Event 4EW CoNi. U 1'j -- Type of Event: Dewatering Water Mains ,Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, I.e. sandbags, slit fencing hay bales, gravel bags, decreasing the velocity of discharge water. Initial NIA- Estimated Discharge flow: start Time S. R End Time - Pro-Dechlorination Residual: PostDechtorInatlon Residual: (less than 0.1 mglL) pH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. _____ Upon completion of dewatering, ensure that any sediment or silted areas are cleared. _____ Water Sampling Performed by: Comments; Submitted Reviewd by: - & - -- (NameS