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3525 GLEN AVE; ; AS080131; Permit
Job Address: 3525 GLEN AV Permit Type: SPRINK Parcel No: 1683600100 Lot #: 0 Status: ISSUED Applied 8/13/2008 Approved: 8/13/2008 City of Carlsbad Sprinkler Permit Permit No: AS080131 Reference No.: Issued: 8/13/2008 PC #: Inspector: Project Title: GLENRIDGE APTS. BLDG.1 THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: INNOVATIVE FIRE PROTECTION 405 VERNON WAY ELCAJON (619) 593-8200 Owner: C IC GLEN RIDGE L P C/O JAMES SCHMID 5993 AVENIDA ENCINAS #101 CARLSBAD CA Fees ($) JAdd'I_Fees ($) I Total ($) Balance ($) 195 0 195 0 These plans have been reviewed for apparent compliance with the current applicable codes and standards n three in the.jurisdiction. The owner or contractor Inn)' Utilize this review in uppor; of an application for a building permit with the express understanding that this review in no, way relieves the owner or contractor or their pnsional engiiieer or arehitect for sole responsibility for full compliance with said codes and standards, including the hiii1dingeode or for any rtsponsihilty for deficiencies. errors. omissions or negligence in these plans whether or not noted in this review. Date: 7/yp,/ ü.cviewer) 0 RECOMMND APPROVAL RECOMMENI) APPROVAL. AS NOTED DISCHARGE (GPM) 56.3 15.1 14 .8 13.4 13.0 SPRINKLER ME COXIC ANALYSIS Page 1 DATE: 7/1812008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR WATER SUPPLY DATA Mog o[V SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 145.0 130.0 500.0 143.3 156.3 67.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 156.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 56.3 GPM LU (I, NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 -1.0 DC -1.0 DA -1.0 2 -1.0 3 0.5 4 9.5 5 9.5 6 8.5 7 9.5 8 20.0 9 30.5 10 29.5 1OA 29.0 11 29.5 hA 29.0 12 29.5 13 29.5 13A 29.0 14A 29.0 15 30.5 15A 30.0 16 30.5 16A 30.0 17 30.5 17A 30.0 1BA 30.0 19 30.5 20 20.0 21 19.0 22 19.0 23 20.0 24 30.5 25 30.5 NODE TYPE PRESSURE (PSI) SOURCE 67.3 67 .3 58 . 3 58.2 57.6 53.1 52.2 50.8 42.7 36.9 31.7 9.9 K= 4.90 9.5 9.5 K= 4.90 9.1 9.5 7.8 K= 4.90 7.5 K= 4.90 7.0 9.1 9.3 9.1 9.3 9.1 9.3 9.3 16.9 23.8 32.8 35.7 36.0 31.6 32 .1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25A 30.0 - - - 32.3 - - - 26A 30.0 - - - - 32.3 27 30.5 - - - - 32.2 - - - 27A 30.0 - - - - 32.5 28 30.5 - - - - 32.3 - - - 28A 30.0 - - - - 32.5 29 30.5 - - - - 32.8 - - - 30 20.0 - - - - 37.6 31 9.5 - - - - 42.8 - - - 32 8.5 - - - - 51.5 33 8.5 - - - - 51.9 33A 8.0 - - - - 52.1 34 8.5 - - - - 51.9 34A 8.0 - - - - 52.2 35 8.5 - - - - 52.0 35A 8.0 - - - - 52.2 36 8.5 - - - - 52.1 36A 8.0 - - - - 52.3 37 8.5 - - - - 52.1 37A 8.0 - - - - 52.3 38 8.5 - - - - 51.9 38A 8.0 - - - - 52.2 - - - 39 8.5 - - - - 52.0 39A 8.0 - - - - 52.2 40 8.5 - - - - 52.1 40A 8.0 - - - - 52.3 41 8.5 - - - - 52.1 - - - 41A 8.0 - - - - 52.3 - - - 42 8.5 - - - - 52.2 42A 8.0 - - - - 52.4 43 8.5 - - - - - 52.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR 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 56.3 5.850 PL 30.00 PF 0.0 1 -1.0 SRCE 67.3 (N/A) 0.7 150 FTG T2LG PE 0.0 DC -1.0 0.0 67.3 0.0 0.000 TL 163.36 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC -1.0 0.0 67.3 0.0 9.0 psi, 56.4 gpm DA -1.0 0.0 58.3 0.0 Pipe: 3 56.4 6.080 PL 225.00 PF 0.0 DA -1.0 0.0 58.3 0.0 0.6 150 FTG 2E9L FE 0.0 2 -1.0 0.0 58.2 0.0 0.000 TL 391.70 PV Pipe: 4 56.4 6.340 PL 5.00 PF 0.0 2 -1.0 0.0 58.2 0.0 0.6 150 FTG EL PE -0.6 3 0.5 0.0 57.6 0.0 0.000 TL 48.13 PV Pipe: 5 56.4 2.157 FL 9.00 FE' 0.5 3 0.5 0.0 57.6 0.0 4.9 120 FTG C FE -3.9 4 9.5 0.0 53.1 0.0 0.026 TL 20.00 PV Pipe: 6 56.4 1.598 FL 2.00 FE' 0.9 4 9.5 0.0 53.1 0.0 9.0 150 FTG ER FE 0.0 5 9.5 0.0 52.2 0.0 0.075 TL 12.00 PV Pipe: 7 38.6 1.394 FL 4.00 PF 1.9 5 9.5 0.0 52.2 0.0 8.1 150 FTG 2ET PE 0.4 6 8.5 0.0 50.8 0.0 0.073 TL 26.00 PV Pipe: 8 38.6 1.394 PL 50.50 FE' 7.6 6 8.5 0.0 50.8 0.0 8.1 150 FTG 3E5T FE -0.4 7 9.5 0.0 42.7 0.0 0.073 TL 104.50 PV Pipe: 9 38.6 1.394 FL 10.00 PF 1.3 7 9.5 0.0 42.7 0.0 8.1 150 FTG T2R FE -4.5 8 20.0 0.0 36.9 0.0 0.073 TL 18.00 PV Pipe: 10 26.8 1.394 FL 10.00 PF 0.7 8 20.0 0.0 36.9 0.0 5.6 150 FTG T2R PE -4.5 9 30.5 0.0 31.7 0.0 0.037 TL 18.00 PV Pipe: 11 26.8 1.101 FL 124.50 PF 22.2 9 30.5 0.0 31.7 0.0 9.0 150 FTG 5E6T PE 0.4 10 29.5 0.0 9.9 0.0 0.117 TL 189.50 PV Pipe: 12 15.1 1.101 FL 1.50 PF 0.6 10 29.5 0.0 9.9 0.0 5.1 150 FTG ETR FE 0.2 10A 29.0 4.9 9.5 15.1 0.040 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/18/2008 C:\HASS74\C3707-REv.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR 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 11.7 1.101 PL 14.00 PF 0.4 10 29.5 0.0 9.9 0.0 4.0 150 FTG R PE 0.0 11 29.5 0.0 9.5 0.0 0.025 TL 15.00 PV Pipe: 14 14.8 1.101 PL 1.50 PF 0.6 11 29.5 0.0 9.5 0.0 5.0 150 FTG ETR PE 0.2 hA 29.0 4.9 9.1 14.8 0.039 TL 14.50 PV Pipe: 15 -3.1 1.101 PL 6.00 PF 0.0 11 29.5 0.0 9.5 0.0 1.0 150 FTG R PE 0.0 12 29.5 0.0 9.5 0.0 0.002 TL 7.00 PV Pipe: 16 26.4 1.101 PL 10.00 PF 1.7 12 29.5 0.0 9.5 0.0 8.9 150 FTG T PE 0.0 13 29.5 0.0 7.8 0.0 0.114 TL 15.00 PV Pipe: 17 13.4 1.101 PL 1.50 PF 0.5 13 29.5 0.0 7.8 0.0 4.5 150 FTG ETR PS 0.2 13A 29.0 4.9 7.5 13.4 0.033 TL 14.50 PV Pipe: 18 13.0 1.101 PL 15.50 PF 1.0 13 29.5 0.0 7.8 0.0 4.4 150 FTG 2E2R PS 0.2 14A 29.0 4.9 7.0 13.0 0.031 TL 31.50 PV Pipe: 18A 0.0 1.101 PL 7.50 PF 0.0 12 29.5 0.0 9.5 0.0 0.0 150 FTG 2E PE -0.4 15 30.5 0.0 9.1 0.0 0.000 TL 21.50 PV Pipe: 19 0.0 1.101 PL 7.50 PF 0.0 15 30.5 0.0 9.1 0.0 0.0 150 FTG 2E PS 0.2 15A 30.0 0.0 9.3 0.0 0.000 TL 21.50 PV Pipe: 20 0.0 1.101 PL 12.00 PF 0.0 15 30.5 0.0 9.1 0.0 0.0 150 FTG 2R PE 0.0 16 30.5 0.0 9.1 0.0 0.000 TL 14.00 PV Pipe: 21 0.0 1.101 PL 19.00 PF 0.0 16 30.5 0.0 9.1 0.0 0.0 150 FTG E2T2R PE 0.2 16A 30.0 0.0 9.3 0.0 0.000 TL 38.00 PV Pipe: 22 0.0 1.101 PL 8.50 PF 0.0 16 30.5 0.0 9.1 0.0 0.0 150 FTG R PS 0.0 17 30.5 0.0 9.1 0.0 0.000 TL 9.50 PV Pipe: 23 0.0 1.101 PL 0.50 PF 0.0 17 30.5 0.0 9.1 0.0 0.0 150 FTG TR PE 0.2 17A 30.0 0.0 9.3 0.0 0.000 TL 6.50 PV Pipe: 24 0.0 1.101 PL 14.00 PF 0.0 17 30.5 0.0 9.1 0.0 0.0 150 FTG ET2R PE 0.2 18A 30.0 0.0 9.3 0.0 0.000 TL 28.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR 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: 25 -29.5 1.101 PL 32.00 PF 7.8 12 29.5 0.0 9.5 0.0 9.9 150 FTG 2ET5R PE -0.4 19 30.5 0.0 16.9 0.0 0.140 TL 56.00 PV Pipe: 26 -29.5 1.101 FL 10.00 PF 2.4 19 30.5 0.0 16.9 0.0 9.9 150 FTG T2R PE 4.5 20 20.0 0.0 23.8 0.0 0.140 TL 17.00 PV Pipe: 27 -29.5 1.101 FL 32.00 PF 8.5 20 20.0 0.0 23.8 0.0 9.9 150 FTG 2E3T PE 0.4 21 19.0 0.0 32.8 0.0 0.140 TL 61.00 PV Pipe: 28 -11.7 1.101 PL 128.00 PF 4.5 21 19.0 0.0 32.8 0.0 4.0 150 FTG 3E6T PE -0.4 8 20.0 0.0 36.9 0.0 0.025 TL 179.00 PV Pipe: 29 -17.8 1.101 PL 43.50 PF 2.9 21 19.0 0.0 32.8 0.0 6.0 150 FTG E3R PE 0.0 22 19.0 0.0 35.7 0.0 0.055 TL 53.50 PV Pipe: 30 -7.7 1.101 FL 32.00 PF 0.7 22 19.0 0.0 35.7 0.0 2.6 150 FTG 2E3T PE -0.4 23 20.0 0.0 36.0 0.0 0.012 TL 61.00 PV Pipe: 31 -7.7 1.101 FL 10.00 PF 0.2 23 20.0 0.0 36.0 0.0 2.6 150 FTG T2R PE -4.5 24 30.5 0.0 31.6 0.0 0.012 TL 17.00 PV Pipe: 32 -7.7 1.101 PL 35.00 PF 0.5 24 30.5 0.0 31.6 0.0 2.6 150 FTG T5R PE 0.0 25 30.5 0.0 32.1 0.0 0.012 TL 45.00 PV Pipe: 33 0.0 1.101 PL 3.50 PF 0.0 25 30.5 0.0 32.1 0.0 0.0 150 FTG 2TR PE 0.2 25A 30.0 0.0 32.3 0.0 0.000 TL 14.50 PV Pipe: 34 0.0 1.101 PL 19.00 PF 0.0 25 30.5 0.0 32.1 0.0 0.0 150 FTG ET2R FE 0.2 26A 30.0 0.0 32.3 0.0 0.000 TL 33.00 PV Pipe: 35 -7.7 1.101 PL 9.00 PF 0.1 25 30.5 0.0 32.1 0.0 2.6 150 FTG R FE 0.0 27 30.5 0.0 32.2 0.0 0.012 TL 10.00 PV Pipe: 36 0.0 1.101 PL 0.50 PF 0.0 27 30.5 0.0 32.2 0.0 0.0 150 FTG TR PE 0.2 27A 30.0 0.0 32.5 0.0 0.000 TL 6.50 PV Pipe: 37 -7.7 1.101 PL 4.00 PF 0.1 27 30.5 0.0 32.2 0.0 2.6 150 FTG R PE 0.0 28 30.5 0.0 32.3 0.0 0.012 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR 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: 38 0.0 1.101 PL 9.00 PF 0.0 28 30.5 0.0 32.3 0.0 0.0 150 FTG ETR PE 0.2 28A 30.0 0.0 32.5 0.0 0.000 TL 22.00 PV Pipe: 39 -7.7 1.101 PL 30.50 PF 0.5 28 30.5 0.0 32.3 0.0 2.6 150 FTG 2T5R PE 0.0 29 30.5 0.0 32.8 0.0 0.012 TL 45.50 PV Pipe: 40 -7.7 1.101 PL 10.00 PF 0.2 29 30.5 0.0 32.8 0.0 2.6 150 FTG T2R PE 4.5 30 20.0 0.0 37.6 0.0 0.012 TL 17.00 PV Pipe: 41 10.1 1.101 PL 79.50 PF 2.3 30 20.0 0.0 37.6 0.0 3.4 150 FTG 3E4T PE 0.4 22 19.0 0.0 35.7 0.0 0.019 TL 120.50 PV Pipe: 42 -17.8 1.101 PL 10.00 PF 0.7 30 20.0 0.0 37.6 0.0 6.0 150 FTG 2R PE 4.5 31 9.5 0.0 42.8 0.0 0.055 TL 12.00 PV Pipe: 43 -17.8 1.101 PL 102.50 PF 8.3 31 9.5 0.0 42.8 0.0 6.0 150 FTG 4E4TR PE 0.4 32 8.5 0.0 51.5 0.0 0.055 TL 151.50 PV Pipe: 44 -17.8 1.394 PL 15.00 PF 0.4 32 8.5 0.0 51.5 0.0 3.7 150 FTG T2R PE 0.0 33 8.5 0.0 51.9 0.0 0.017 TL 23.00 PV Pipe: 45 0.0 1.101 PL 4.00 PF 0.0 33 8.5 0.0 51.9 0.0 0.0 150 FTG ETR PE 0.2 33A 8.0 0.0 52.1 0.0 0.000 TL 17.00 PV Pipe: 46 -9.7 1.394 PL 7.00 PF 0.0 33 8.5 0.0 51.9 0.0 2.0 150 FTG R PE 0.0 34 8.5 0.0 51.9 0.0 0.006 TL 8.00 PV Pipe: 47 0.0 1.101 PL 0.50 PF 0.0 34 8.5 0.0 51.9 0.0 0.0 150 FTG TR PE 0.2 34A 8.0 0.0 52.2 0.0 0.000 TL 6.50 PV Pipe: 48 -9.7 1.394 PL 9.00 PF 0.1 34 8.5 0.0 51.9 0.0 2.0 150 FTG R PE 0.0 35 8.5 0.0 52.0 0.0 0.006 TL 10.00 PV Pipe: 49 0.0 1.101 PL 0.50 PF 0.0 35 8.5 0.0 52.0 0.0 0.0 150 FTG TR PE 0.2 35A 8.0 0.0 52.2 0.0 0.000 TL 6.50 PV Pipe: 50 -9.7 1.394 PL 9.00 PF 0.1 35 8.5 0.0 52.0 0.0 2.0 150 FTG R PE 0.0 36 8.5 0.0 52.1 0.0 0.006 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR 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: 51 0.0 1.101 PL 0.50 PF 0.0 36 8.5 0.0 52.1 0.0 0.0 150 FTG TR PE 0.2 36A 8.0 0.0 52.3 0.0 0.000 TL 6.50 PV Pipe: 52 -9.7 1.394 PL 8.50 PF 0.1 36 8.5 0.0 52.1 0.0 2.0 150 FTG R PE 0.0 37 8.5 0.0 52.1 0.0 0.006 TL 9.50 PV Pipe: 53 0.0 1.101 PL 0.50 PF 0.0 37 8.5 0.0 52.1 0.0 0.0 150 FTG TR PE 0.2 37A 8.0 0.0 52.3 0.0 0.000 TL 6.50 PV Pipe: 54 -9.7 1.394 PL 63.00 PF 0.4 37 8.5 0.0 52.1 0.0 2.0 150 FTG 8R PE 0.0 43 8.5 0.0 52.5 0.0 0.006 TL 71.00 PV Pipe: 55 -8.1 1.394 PL 10.00 PF 0.0 33 8.5 0.0 51.9 0.0 1.7 150 FTG R PE 0.0 38 8.5 0.0 51.9 0.0 0.004 TL 11.00 PV Pipe: 56 0.0 1.101 PL 4.00 PF 0.0 38 8.5 0.0 51.9 0.0 0.0 150 FTG ETR PE 0.2 38A 8.0 0.0 52.2 0.0 0.000 TL 17.00 PV Pipe: 57 -8.1 1.394 PL 7.00 PF 0.0 38 8.5 0.0 51.9 0.0 1.7 150 FTG R PE 0.0 39 8.5 0.0 52.0 0.0 0.004 TL 8.00 PV Pipe: 58 0.0 1.101 PL 0.50 PF 0.0 39 8.5 0.0 52.0 0.0 0.0 150 FTG TR PE 0.2 39A 8.0 0.0 52.2 0.0 0.000 TL 6.50 PV Pipe: 59 -8.1 1.394 PL 9.00 PF 0.1 39 8.5 0.0 52.0 0.0 1.7 150 FTG ETR PE 0.0 40 8.5 0.0 52.1 0.0 0.004 TL 24.00 PV Pipe: 60 0.0 1.101 PL 0.50 PF 0.0 40 8.5 0.0 52.1 0.0 0.0 150 FTG TR PE 0.2 40A 8.0 0.0 52.3 0.0 0.000 TL 6.50 PV Pipe: 61 -8.1 1.394 PL 9.00 PF 0.0 40 8.5 0.0 52.1 0.0 1.7 150 FTG R PE 0.0 41 8.5 0.0 52.1 0.0 0.004 TL 10.00 PV Pipe: 62 0.0 1.101 PL 0.50 PF 0.0 41 8.5 0.0 52.1 0.0 0.0 150 FTG TR PE 0.2 41A 8.0 0.0 52.3 0.0 0.000 TL 6.50 PV Pipe: 63 -8.1 1.394 PL 8.50 PF 0.0 41 8.5 0.0 52.1 0.0 1.7 150 FTG R FE 0.0 42 8.5 0.0 52.2 0.0 0.004 TL 9.50 ' PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/18 /2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR 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: 64 0.0 1.101 FL 0.50 PF 0.0 42 8.5 0.0 52.2 0.0 0.0 150 FTG TR PE 0.2 42A 8.0 0.0 52.4 0.0 0.000 TL 6.50 PV Pipe: 65 -8.1 1.394 PL 73.50 PF 0.4 42 8.5 0.0 52.2 0.0 1.7 150 FTG E8R PE 0.0 43 8.5 0.0 52.5 0.0 0.004 TL 89.50 PV Pipe: 66 -17.8 2.003 PL 14.00 PF 0.1 43 8.5 0.0 52.5 0.0 1.8 150 FTG 2ET2R FE -0.4 5 9.5 0.0 52.2 0.0 0.003 TL 48.00 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.131 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 9.9 ft/sec at pipe 26. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 5.850 24.63' 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 6.080 14.17 30.36 9.11 32.39 10.12 3.04 28.34 28.34 30.36 6.340 17.37 37.23 11.17 39.71 12.41 3.72 34.75 34.75 37.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.157 5.00 10.00 3.00 11.00 6.00 1.00 0.00 0.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 1.598 9.00 8.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 CE 0 114 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR 0 0 I . 0 N 0 0 0 0 0 0 0 0 0 • • • • • • . • r-i 0 0 0 0 0 0 0 0 0 ("1 0 co r-1 , r1 QCI)r-. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR CORRIDOR WATER SUPPLY CURVE 156+ 143+ 0 \\\\ I \\\ I \\\\ \\\ 130+ * <-130.0 psi @ 500 gpm Flow Test Point 117+ P104+ R I E I S I S 91+ U I R I E 78+ P I S IX I 65+ ) I 52+ 39+ 26+ LEGEND 'I I X = Required Water Supply 67.27 psi @ 156.3 gpm 13+ 0 = Available Water Supply I 143.25 psi @ 156.3 gpm +--------+ --------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 145.0 130.0 500.0 143.2 161.1 90.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 161.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 61.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 90.8 61.1 DC -1.0 - - - - 90.8 - - - DA -1.0 - - - - 81.8 2 -1.0 - - - - 81.7 - - - 3 0.5 - - - - 81.1 - - - 4 9.5 - - - - 76.5 - - - 5 9.5 - - - - 75.5 - - - 6 8.5 - - - - 73.8 - - - 7 9.5 - - - - 64.6 - - - 8 20.0 - - - - 58.5 - - - 9 30.5 - - - - 53.2 - - - 10 29.5 - - - - 29.0 - - - 10A 29.0 - - - - 29.2 - - - 11 29.5 - - - - 27.0 - - - hA 29.0 - - - - 27.3 - - - 12 29.5 - - - - 26.1 - - - 13 29.5 - - - - 26.1 - - - 13A 29.0 - - - - 26.3 - - - 14A 29.0 - - - - 26.3 - - - 15 30.5 - - - - 14.2 15A 30.0 K= 4.90 13.2 17.8 16 30.5 - - - - 10.2 - - - 16A 30.0 K= 4.90 8.9 14.7 17 30.5 - - - - 8.9 - - - 17A 30.0 K= 4.90 8.9 14.6 18A 30.0 K= 4.90 8.2 14.0 19 30.5 - - - - 35.1 - - - 20 20.0 - - - - 42.6 21 19.0 - - - - 53.3 - - - 22 19.0 - - - - 56.7 - - - 23 20.0 - - - - 57.1 - - - 24 30.5 - - - - 52.8 25 30.5 - - - - 53.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25A 30.0 53.6 26A 30.0 - - - - 53.6 27 30.5 - - - - 53.6 27A 30.0 - - - - 53.8 28 30.5 - - - - 53.6 28A 30.0 - - - - 53.8 29 30.5 - - - - 54.3 30 20.0 - - - - 59.0 - - - 31 9.5 - - - - 64.4 - - - 32 8.5 - - - - 74.6 33 8.5 - - - - 75.0 - - - 33A 8.0 - - - - 75.3 - - - 34 8.5 - - - - 75.1 34A 8.0 - - - - 75.3 - - - 35 8.5 - - - - 75.2 35A 8.0 - - - - 75.4 36 8.5 - - - - 75.2 - - - 36A 8.0 - - - - 75.4 - - - 37 8.5 - - - - 75.3 37A 8.0 - - - - 75.5 - - - 38 8.5 - - - - 75.1 - - - 38A 8.0 - - - - 75.3 - - - 39 8.5 - - - - 75.1 39A 8.0 - - - - 75.3 40 8.5 - - - - 75.2 - - - 40A 8.0 - - - - 75.5 41 8.5 - - - - 75.3 - - - 41A 8.0 - - - - 75.5 - - - 42 85 - - - - 75.3 - - - 42A 8.0 - - - - 75.6 - - - 43 8.5 - - - - 75.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 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 61.1 5.850 PL 30.00 PF 0.0 1 -1.0 SRCE 90.8 (N/A) 0.7 150 FTG T2LG PE 0.0 DC -1.0 0.0 90.8 0.0 0.000 TL 163.36 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC -1.0 0.0 90.8 0.0 9.0 psi, 61.1 gpm DA -1.0 0.0 81.8 0.0 Pipe: 3 61.1 6.080 PL 225.00 PF 0.1 DA -1.0 0.0 81.8 0.0 0.7 150 FTG 2E9L PE 0.0 2 -1.0 0.0 81.7 0.0 0.000 TL 391.70 PV Pipe: 4 61.1 6.340 PL 5.00 PF 0.0 2 -1.0 0.0 81.7 0.0 0.6 150 FTG EL PE -0.6 3 0.5 0.0 81.1 0.0 0.000 TL 48.13 PV Pipe: 5 61.1 2.157 PL 9.00 PF 0.6 3 0.5 0.0 81.1 0.0 5.4 120 FTG C PE -3.9 4 9.5 0.0 76.5 0.0 0.031 TL 20.00 PV Pipe: 6 61.1 1.598 PL 2.00 PF 1.0 4 9.5 0.0 76.5 0.0 9.8 150 FTG ER PE 0.0 5 9.5 0.0 75.5 0.0 0.087 TL 12.00 PV Pipe: 7 41.6 1.394 PL 4.00 PF 2.2 5 9.5 0.0 75.5 0.0 8.8 150 FTG 2ET PE 0.4 6 8.5 0.0 73.8 0.0 0.084 TL 26.00 PV Pipe: 8 41.6 1.394 PL 50.50 PE 8.7 6 8.5 0.0 73.8 0.0 8.8 150 FTG 3E5T PE -0.4 7 9.5 0.0 64.6 0.0 0.084 TL 104.50 PV Pipe: 9 41.6 1.394 PL 10.00 PF 1.5 7 9.5 0.0 64.6 0.0 8.8 150 FTG T2R PE -4.5 8 20.0 0.0 58.5 0.0 0.084 TL 18.00 PV Pipe: 10 28.4 1.394 PL 10.00 PF 0.7 8 20.0 0.0 58.5 0.0 6.0 150 FTG T2R PE -4.5 9 30.5 0.0 53.2 0.0 0.041 TL 18.00 PV Pipe: 11 28.4 1.101 PL 124.50 PF 24.7 9 30.5 0.0 53.2 0.0 9.6 150 FTG 5E6T PE 0.4 10 29.5 0.0 29.0 0.0 0.130 TL 189.50 PV Pipe: 12 0.0 p 1.101 PL 1.50 PF 0.0 10 29.5 0.0 29.0 0.0 0.0 150 FTG ETR PE 0.2 iDA 29.0 0.0 29.2 0.0 0.000 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 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 28.4 1.101 PL 14.00 PF 2.0 10 29.5 0.0 29.0 0.0 9.6 150 FTG R PE 0.0 11 29.5 0.0 27.0 0.0 0.130 TL 15.00 PV Pipe: 14 0.0 1.101 PL 1.50 PF 0.0 11 29.5 0.0 27.0 0.0 0.0 150 FTG ETR PE 0.2 hA 29.0 0.0 27.3 0.0 0.000 TL 14.50 PV Pipe: 15 28.4 1.101 PL 6.00 PF 0.9 11 29.5 0.0 27.0 0.0 9.6 150 FTG R PE 0.0 12 29.5 0.0 26.1 0.0 0.130 TL 7.00 PV Pipe: 16 0.0 1.101 PL 10.00 PF 0.0 12 29.5 0.0 26.1 0.0 0.0 150 FTG T PE 0.0 13 29.5 0.0 26.1 0.0 0.000 TL 15.00 PV Pipe: 17 0.0 1.101 PL 1.50 PF 0.0 13 29.5 0.0 26.1 0.0 0.0 150 FTG ETR PE 0.2 13A 29.0 0.0 26.3 0.0 0.000 TL 14.50 PV Pipe: 18 0.0 1.101 PL 15.50 PF 0.0 13 29.5 0.0 26.1 0.0 0.0 150 FTG 2E2R PE 0.2 14A 29.0 0.0 26.3 0.0 0.000 TL 31.50 PV Pipe: 18A 61.1 1.101 PL 7.50 PF 11.5 12 29.5 0.0 26.1 0.0 20.6 150 FTG 2E PE -0.4 15 30.5 0.0 14.2 0.0 0.537 TL 21.50 PV Pipe: 19 17.8 1.101 PL 7.50 PF 1.2 15 30.5 0.0 14.2 0.0 6.0 150 FTG 2E PE 0.2 15A 30.0 4.9 13.2 17.8 0.055 TL 21.50 PV Pipe: 20 43.3 1.101 PL 12.00 PF 4.0 15 30.5 0.0 14.2 0.0 14.6 150 FTG 2R PE 0.0 16 30.5 0.0 10.2 0.0 0.284 TL 14.00 PV Pipe: 21 14.7 1.101 PL 19.00 PF 1.5 16 30.5 0.0 10.2 0.0 4.9 150 FTG E2T2R PE 0.2 16A 30.0 4.9 8.9 14.7 0.038 TL 38.00 PV Pipe: 22 28.6 1.101 PL 8.50 PF 1.3 16 30.5 0.0 10.2 0.0 9.6 150 FTG R PE 0.0 17 30.5 0.0 8.9 0.0 0.132 TL 9.50 PV Pipe: 23 14.6 1.101 PL 0.50 PF 0.2 17 30.5 0.0 8.9 0.0 4.9 150 FTG TR PE 0.2 17A 30.0 4.9 8.9 14.6 0.038 TL 6.50 PV Pipe: 24 14.0 1.101 PL 14.00 PF 1.0 17 30.5 0.0 8.9 0.0 4.7 150 FTG ET2R PE 0.2 18A 30.0 4.9 8.2 14.0 0.035 TL 28.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 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: 25 -32.7 1.101 PL 32.00 PF 9.4 12 29.5 0.0 26.1 0.0 11.0 150 FTG 2ET5R PE -0.4 19 30.5 0.0 35.1 0.0 0.169 TL 56.00 PV Pipe: 26 -32.7 1.101 PL 10.00 PF 2.9 19 30.5 0.0 35.1 0.0 11.0 150 FTG T2R PE 4.5 20 20.0 0.0 42.6 0.0 0.169 TL 17.00 PV Pipe: 27 -32.7 1.101 PL 32.00 PF 10.3 20 20.0 0.0 42.6 0.0 11.0 150 FTG 2E3T PE 0.4 21 19.0 0.0 53.3 0.0 0.169 TL 61.00 PV Pipe: 28 -13.2 1.101 PL 128.00 PF 5.7 21 19.0 0.0 53.3 0.0 4.5 150 FTG 3E6T PE -0.4 8 20.0 0.0 58.5 0.0 0.032 TL 179.00 PV Pipe: 29 -19.4 1.101 PL 43.50 PF 3.5 21 19.0 0.0 53.3 0.0 6.6 150 FTG E3R PE 0.0 22 19.0 0.0 56.7 0.0 0.065 TL 53.50 PV Pipe: 30 -8.4 1.101 PL 32.00 PF 0.8 22 19.0 0.0 56.7 0.0 2.8 150 FTG 2E3T PE -0.4 23 20.0 0.0 57.1 0.0 0.014 TL 61.00 PV Pipe: 31 -8.4 1.101 PL 10.00 PF 0.2 23 20.0 0.0 57.1 0.0 2.8 150 FTG T2R PE -4.5 24 30.5 0.0 52.8 0.0 0.014 TL 17.00 PV Pipe: 32 -8.4 1.101 PL 35.00 PF 0.6 24 30.5 0.0 52.8 0.0 2.8 150 FTG T5R PE 0.0 25 30.5 0.0 53.4 O;0 0.014 TL 45.00 PV Pipe: 33 0.0 1.101 PL 3.50 PF 0.0 25 30.5 0.0 53.4 0.0 0.0 150 FTG 2TR PE 0.2 25A 30.0 0.0 53.6 0.0 0.000 TL 14.50 PV Pipe: 34 0.0 1.101 PL 19.00 PF 0.0 25 30.5 0.0 53.4 0.0 0.0 150 FTG ET2R PE 0.2 26A 30.0 0.0 53.6 0.0 0.000 TL 33.00 PV Pipe: 35 -8.4 1.101 PL 9.00 PF 0.1 25 30.5 0.0 53.4 0.0 2.8 150 FTG R PE 0.0 27 30.5 0.0 53.6 0.0 0.014 TL 10.00 PV Pipe: 36 0.0 1.101 PL 0.50 PF 0.0 27 30.5 0.0 53.6 0.0 0.0 150 FTG TR PE 0.2 27A 30.0 0.0 53.8 0.0 0.000 TL 6.50 PV Pipe: 37 -8.4 1.101 PL 4.00 PF 0.1 27 30.5 0.0 53.6 0.0 2.8 150 FTG R PE 0.0 28 30.5 0.0 53.6 0.0 0.014 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 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: 38 0.0 1.101 PL 9.00 FE' 0.0 28 30.5 0.0 53.6 0.0 0.0 150 FTG ETR PE 0.2 28A 30.0 0.0 53.8 0.0 0.000 TL 22.00 PV Pipe: 39 -8.4 1.101 FL 30.50 PF 0.6 28 30.5 0.0 53.6 0.0 2.8 150 FTG 2T5R PE 0.0 29 30.5 0.0 54.3 0.0 0.014 TL 45.50 PV Pipe: 40 -8.4 1.101 FL 10.00 PF 0.2 29 30.5 0.0 54.3 0.0 2.8 150 FTG T2R FE 4.5 30 20.0 0.0 59.0 0.0 0.014 TL 17.00 PV Pipe: 41 11.0 1.101 PL 79.50 FE' 2.7 30 20.0 0.0 59.0 0.0 3.7 150 FTG 3E4T PE 0.4 22 19.0 0.0 56.7 0.0 0.023 TL 120.50 PV Pipe: 42 -19.4 1.101 PL 10.00 FE' 0.8 30 20.0 0.0 59.0 0.0 6.6 150 FTG 2R PE 4.5 31 9.5 0.0 64.4 0.0 0.065 TL 12.00 PV Pipe: 43 -19.4 1.101 PL 102.50 PF 9.8 31 9.5 0.0 64.4 0.0 6.6 150 FTG 4E4TR PE 0.4 32 8.5 0.0 74.6 0.0 0.065 TL 151.50 PV Pipe: 44 -19.4 1.394 PL 15.00 PF 0.5 32 8.5 0.0 74.6 0.0 4.1 150 FTG T2R FE 0.0 33 8.5 0.0 75.0 0.0 0.020 TL 23.00 PV Pipe: 45 0.0 1.101 FL 4.00 PF 0.0 33 8.5 0.0 75.0 0.0 0.0 150 FTG ETR PE 0.2 33A 8.0 0.0 75.3 0.0 0.000 TL 17.00 PV Pipe: 46 -10.6 1.394 FL 7.00 FE' 0.1 33 8.5 0.0 75.0 0.0 2.2 150 FTG R FE 0.0 34 8.5 0.0 75.1 0.0 0.007 TL 8.00 PV Pipe: 47 0.0 1.101 FL 0.50 FE' 0.0 34 8.5 0.0 75.r 0.0 0.0 150 FTG TR FE 0.2 34A 8.0 0.0 75.3 0.0 0.000 TL 6.50 PV Pipe: 48 -10.6 1.394 FL 9.00 PF 0.1 34 8.5 0.0 75.1 0.0 2.2 150 FTG R FE 0.0 35 8.5 0.0 75.2 0.0 0.007 TL 10.00 PV Pipe: 49 0.0 1.101 FL 0.50 PF 0.0 35 8.5 0.0 75.2 0.0 0.0 150 FTG TR FE 0.2 35A 8.0 0.0 75.4 0.0 0.000 TL 6.50 PV Pipe: 50 -10.6 1.394 FL 9.00 PP 0.1 35 8.5 0.0 75.2 0.0 2.2 150 FTG R FE 0.0 36 8.5 0.0 .75.2 0.0 0.007 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 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: 51 0.0 1.101 PL 0.50 PF 0.0 36 8.5 0.0 75.2 0.0 0.0 150 FTG TR PE 0.2 36A 8.0 0.0 75.4 0.0 0.000 TL 6.50 PV Pipe: 52 -10.6 1.394 PL 8.50 PF 0.1 36 8.5 0.0 75.2 0.0 2.2 150 FTG R PE 0.0 37 8.5 0.0 75.3 0.0 0.007 TL 9.50 PV Pipe: 53 0.0 1.101 PL 0.50 PF 0.0 37 8.5 0.0 75.3 0.0 0.0 150 FTG TR PE 0.2 37A 8.0 0.0 75.5 0.0 0.000 TL 6.50 PV Pipe: 54 -10.6 1.394 PL 63.00 PF 0.5 37 8.5 0.0 75.3 0.0 2.2 150 FTG 8R PE 0.0 43 8.5 0.0 75.8 0.0 0.007 TL 71.00 PV Pipe: 55 -8.8 1.394 PL 10.00 PF 0.1 33 8.5 0.0 75.0 0.0 1.9 150 FTG R PE 0.0 38 8.5 0.0 75.1 0.0 0.005 TL 11.00 PV Pipe: 56 0.0 1.101 PL 4.00 PF 0.0 38 8.5 0.0 75.1 0.0 0.0 150 FTG ETR PE 0.2 38A 8.0 0.0 75.3 0.0 0.000 TL 17.00 PV Pipe: 57 -8.8 1.394 PL 7.00 PF 0.0 38 8.5 0.0 75.1 0.0 1.9 150 FTG R PE 0.0 39 8.5 0.0 75.1 0.0 0.005 TL 8.00 PV Pipe: 58 0.0 1.101 PL 0.50 PP 0.0 39 8.5 0.0 75.1 0.0 0.0 150 FTG TR FE 0.2 39A 8.0 0.0 75.3 0.0 0.000 TL 6.50 PV Pipe: 59 -8.8 1.394 PL 9.00 PP 0.1 39 8.5 0.0 75.1 0.0 1.9 150 FTG ETR PE 0.0 40 8.5 0.0 75.2 0.0 0.005 TL 24.00 PV Pipe: 60 0.0 1.101 PL 0.50 PF 0.0 40 8.5 0.0 75.2 0.0 0.0 150 FTG TR PE 0.2 40A 8.0 0.0 75.5 0.0 0.000 TL 6.50 PV Pipe: 61 -8.8 1.394 PL 9.00 PF 0.0 40 8.5 0.0 75.2 0.0 1.9 150 FTG R PE 0.0 41 8.5 0.0 75.3 0.0 0.005 TL 10.00 PV Pipe: 62 0.0 1.101 PL 0.50 PP 0.0 41 8.5 0.0 75.3 0.0 0.0 150 FTG TR PE 0.2 41A 8.0 0.0 75.5 0.0 0.000 TL 6.50 PV Pipe: 63 -8.8 1.394 PL 8.50 PF 0.0 41 8.5 0.0 75.3 0.0 1.9 150 FTG R FE 0.0 42 8.5 0.0 75.3 0.0 0.005 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 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: 64 0.0 1.101 PL 0.50 PF 0.0 42 8.5 0.0 75.3 0.0 0.0 150 FTG TR PE 0.2 42A 8.0 0.0 75.6 0.0 0.000 TL 6.50 PV Pipe: 65 -8.8 1.394 PL 73.50 PF 0.4 42 8.5 0.0 75.3 0.0 1.9 150 FTG E8R PE 0.0 43 8.5 0.0 75.8 0.0 0.005 TL 89.50 PV Pipe: 66 -19.4 2.003 PL 14.00 PF 0.2 43 8.5 0.0 75.8 0.0 2.0 150 FTG 2ET2R PE -0.4 5 9.5 0.0 75.5 0.0 0.003 TL 48.00 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.066 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 20.6 ft/sec at pipe 18A. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 6.080 14.17 30.36 9.11 32.39 10.12 3.04 28.34 28.34 30.36 6.340 17.37 37.23 11.17 39.71 12.41 3.72 34.75 34.75 37.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.157 5.00 10.00 3.00 11.00 6.00 1.00 0.00 0.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 1.598 9.00 8.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 I. 0 0 LL) 0 0 0 0 (i) 0 0 ('4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 0 0 / . 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ('4 0 W ('4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT H36 - WATER SUPPLY CURVE 156+ 143+ 0 \\\\ I \\\ \\\\ I \\\ 130+ * <-130.0 Psi @ 500 gpm I Flow Test Point 117+ P104+ R I E I S S 91+ X U I R E 78+ P S I I 65+ ) I 52+ 39+ 26+ LEGEND " I '7 X = Required Water Supply I 90.79 psi @ 161.1 gpm 13+ " I 0 = Available Water Supply I 143.15 psi @ 161.1 gpm 0++-+---+----+-----+ ------+--------+ --------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 145.0 130.0 500.0 143.2 157.9 68.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 157.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 57.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 68.8 57.9 DC -1.0 - - - - 68.8 - - - DA -1.0 - - - - 59.8 - - - 2 -1.0 - - - - 59.7 - - - 3 0.5 - - - - 59.1 - - - 4 9.5 - - - - 54.6 - - - 5 9.5 - - - - 53.6 - - - 6 8.5 - - - - 52.9 - - - 7 9.5 - - - - 47.9 - - - 8 20.0 - - - - 42.5 - - - 9 30.5 - - - - 37.8 10 29.5 - - - - 33.2 - - - iDA 29.0 - - - - 33.4 - - - 11 29.5 - - - - 32.8 - - - hA 29.0 - - - - 33.0 - - - 12 29.5 - - - - 32.6 - - - 13 29.5 - - - - 32.6 - - - 13A 29.0 - - - - 32.8 - - - 14A 29.0 - - - - 32.8 - - - 15 30.5 - - - - 32.2 - - - iSA 30.0 - - - - 32.4 - - - 16 30.5 - - - - 32.2 - - - 16A 30.0 - - - - 32.4 - - - 17 30.5 - - - - 32.2 - - - 17A 30.0 - - - - 32.4 - - - 18A 30.0 - - - - 32.4 19 30.5 - - - - 30.7 20 20.0 - - - - 34.8 - - - 21 19.0 - - - - 33.6 22 19.0 - - - - 26.1 - - - 23 20.0 - - - - 19.7 - - - 24 30.5 - - - - 13.5 - - - 25 30.5 - - - - 9.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25A 30.0 K= 4.90 8.8 14.5 26A 30.0 K= 4.90 8.2 14.0 27 30.5 - - - - 9.1 - - - 27A 30.0 K= 4.90 9.1 14.8 28 30.5 - - - - 9.5 28A 30.0 K= 4.90 8.8 14.6 29 30.5 - - - - 17.5 30 20.0 - - - - 25.1 - - - 31 9.5 - - - - 31.2 - - - 32 8.5 - - - - 51.3 33 8.5 - - - - 52.3 33A 8.0 - - - - 52.5 34 8.5 - - - - 52.4 - - - 34A 8.0 - - - - 52.6 35 8.5 - - - - 52.5 - - - 35A 8.0 - - - - 52.7 - - - 36 8.5 - - - - 52.7 36A 8.0 - - - - 52.9 37 8.5 - - - - 52.8 37A 8.0 - - - - 53.0 38 8.5 - - - - 52.4 - - - 38A 8.0 - - - - 52.6 39 8.5 - - - - 52.5 39A 8.0 - - - - 52.7 - - - 40 8.5 - - - - 52.7 40A 8.0 - - - - 52.9 - - - 41 8.5 - - - - 52.8 41A 8.0 - - - - 53.0 - - - 42 8.5 - - - - 52.9 - - - 42A 8.0 - - - - 53.1 - - - 43 8.5 - - - - 53.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 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 57.9 5.850 PL 30.00 PF 0.0 1 -1.0 SRCE 68.8 (N/A) 0.7 150 FTG T2LG PE 0.0 DC -1.0 0.0 68.8 0.0 0.000 TL 163.36 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC -1.0 0.0 68.8 0.0 9.0 Psi, 57.9 gpm DA -1.0 0.0 59.8 0.0 Pipe: 3 57.9 6.080 PL 225.00 PF 0.0 DA -1.0 0.0 59.8 0.0 0.6 150 FTG 2E9L PE 0.0 2 -1.0 0.0 59.7 0.0 0.000 TL 391.70 PV Pipe: 4 57.9 6.340 PL 5.00 PF 0.0 2 -1.0 0.0 59.7 0.0 0.6 150 FTG EL FE -0.6 3 0.5 0.0 59.1 0.0 0.000 TL 48.13 PV Pipe: 5 57.9 2.157 PL 9.00 PF 0.6 3 0.5 0.0 59.1 0.0 5.1 120 FTG C PE -3.9 4 9.5 0.0 54.6 0.0 0.028 TL 20.00 PV Pipe: 6 57.9 1.598 PL 2.00 PF 0.9 4 9.5 0.0 54.6 0.0 9.3 150 FTG ER FE 0.0 5 9.5 0.0 53.6 0.0 0.079 TL 12.00 PV Pipe: 7 29.5 1.394 PL 4.00 PF 1.1 5 9.5 0.0 53.6 0.0 6.2 150 FTG 2ET PE 0.4 6 8.5 0.0 52.9 0.0 0.044 TL 26.00 PV Pipe: 8 29.5 1.394 PL 50.50 FE' 4.6 6 8.5 0.0 52.9 0.0 6.2 150 FTG 3E5T FE -0.4 7 9.5 0.0 47.9 0.0 0.044 TL 104.50 PV Pipe: 9 29.5 1.394 PL 10.00 FE' 0.8 7 9.5 0.0 47.9 0.0 6.2 150 FTG T2R FE -4.5 8 20.0 0.0 42.5 0.0 0.044 TL 18.00 PV Pipe: 10 12.1 1.394 PL 10.00 PF 0.2 8 20.0 0.0 42.5 0.0 2.5 150 FTG T2R FE -4.5 9 30.5 0.0 37.8 0.0 0.008 TL 18.00 PV Pipe: 11 12.1 1.101 FL 124.50 FE' 5.1 9 30.5 0.0 37.8 0.0 4.1 150 FTG 5E6T FE 0.4 10 29.5 0.0 33.2 0.0 0.027 TL 189.50 PV Pipe: 12 0.0 1.101 PL 1.50 FE' 0.0 10 29.5 0.0 33.2 0.0 0.0 150 FTG ETR FE 0.2 10A 29.0 0.0 33.4 0.0 0.000 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 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 12.1 1.101 PL 14.00 PF 0.4 10 29.5 0.0 33.2 0.0 4.1 150 FTG R PE 0.0 11 29.5 0.0 32.8 0.0 0.027 TL 15.00 PV Pipe: 14 0.0 1.101 PL 1.50 PF 0.0 11 29.5 0.0 32.8 0.0 0.0 150 FTG ETR PE 0.2 hA 29.0 0.0 33.0 0.0 0.000 TL 14.50 PV Pipe: 15 12.1 1.101 PL 6.00 PF 0.2 11 29.5 0.0 32.8 0.0 4.1 150 FTG R PE 0.0 12 29.5 0.0 32.6 0.0 0.027 TL 7.00 PV Pipe: 16 0.0 1.101 PL 10.00 PF 0.0 12 29.5 0.0 32.6 0.0 0.0 150 FTG T PE 0.0 13 29.5 0.0 32.6 0.0 0.000 TL 15.00 PV Pipe: 17 0.0 1.101 PL 1.50 PF 0.0 13 29.5 0.0 32.6 0.0 0.0 150 FTG ETR PE 0.2 13A 29.0 0.0 32.8 0.0 0.000 TL 14.50 PV Pipe: 18 0.0 1.101 PL 15.50 PF 0.0 13 29.5 0.0 32.6 0.0 0.0 150 FTG 2E2R PE 0.2 14A 29.0 0.0 32.8 0.0 0.000 TL 31.50 PV Pipe: 18A 0.0 1.101 PL 7.50 PF 0.0 12 29.5 0.0 32.6 0.0 0.0 150 FTG 2E PE -0.4 15 30.5 0.0 32.2 0.0 0.000 TL 21.50 PV Pipe: 19 0.0 1.101 PL 7.50 PF 0.0 15 30.5 0.0 32.2 0.0 0.0 150 FTG 2E PE 0.2 15A 30.0 0.0 32.4 0.0 0.000 TL 21.50 PV Pipe: 20 0.0 1.101 PL 12.00 PF 0.0 15 30.5 0.0 32.2 0.0 0.0 150 FTG 2R PE 0.0 16 30.5 0.0 32.2 0.0 0.000 TL 14.00 PV Pipe: 21 0.0 1.101 PL 19.00 PF 0.0 16 30.5 0.0 32.2 0.0 0.0 150 FTG E2T2R PE 0.2 16A 30.0 0.0 32.4 0.0 0.000 TL 38.00 PV Pipe: 22 0.0 1.101 PL 8.50 PF 0.0 16 30.5 0.0 32.2 0.0 0.0 150 FTG R PE 0.0 17 30.5 0.0 32.2 0.0 0.000 TL 9.50 PV Pipe: 23 0.0 1.101 PL 0.50 PF 0.0 17 30.5 0.0 32.2 0.0 0.0 150 FTG TR PE 0.2 17A 30.0 0.0 32.4 0.0 0.000 TL 6.50 PV Pipe: 24 0.0 1.101 PL 14.00 PF 0.0 17 30.5 0.0 32.2 0.0 0.0 150 FTG ET2R PE 0.2 18A 30.0 0.0 32.4 0.0 0.060 TL 28.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 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: 25 12.1 1.101 PL 32.00 PF 1.5 12 29.5 0.0 32.6 0.0 4.1 150 FTG 2ET5R PE -0.4 19 30.5 0.0 30.7 0.0 0.027 TL 56.00 PV Pipe: 26 12.1 1.101 PL 10.00 PF 0.5 19 30.5 0.0 30.7 0.0 4.1 150 FTG T2R PE 4.5 20 20.0 0.0 34.8 0.0 0.027 TL 17.00 PV Pipe: 27 12.1 1.101 PL 32.00 PF 1.6 20 20.0 0.0 34.8 0.0 4.1 150 FTG 2E3T PE 0.4 21 19.0 0.0 33.6 0.0 0.027 TL 61.00 PV Pipe: 28 -17.4 1.101 PL 128.00 PF 9.4 21 19.0 0.0 33.6 0.0 5.9 150 FTG 3E6T PE -0.4 8 20.0 0.0 42.5 0.0 0.052 TL 179.00 PV Pipe: 29 29.5 1.101 PL 43.50 PF 7.4 21 19.0 0.0 33.6 0.0 9.9 150 FTG E3R PE 0.0 22 19.0 0.0 26.1 0.0 0.139 TL 53.50 PV Pipe: 30 24.4 1.101 PL 32.00 PF 6.0 22 19.0 0.0 26.1 0.0 8.2 150 FTG 2E3T PE -0.4 23 20.0 0.0 19.7 0.0 0.098 TL 61.00 PV Pipe: 31 24.4 1.101 PL 10.00 PF 1.7 23 20.0 0.0 19.7 0.0 8.2 150 FTG T2R PE -4.5 24 30.5 0.0 13.5 0.0 0.098 TL 17.00 PV Pipe: 32 24.4 1.101 PL 35.00 PF 4.4 24 30.5 0.0 13.5 0.0 8.2 150 FTG T5R PE 0.0 25 30.5 0.0 9.1 0.0 0.098 TL 45.00 PV Pipe: 33 14.5 1.101 PL 3.50 PF 0.5 25 30.5 0.0 9.1 0.0 4.9 150 FTG 2TR PE 0.2 25A 30.0 4.9 8.8 14.5 0.038 TL 14.50 PV Pipe: 34 14.0 1.101 PL 19.00 PF 1.2 25 30.5 0.0 9.1 0.0 4.7 150 FTG ET2R PE 0.2 26A 30.0 4.9 8.2 14.0 0.035 TL 33.00 PV Pipe: 35 -4.2 1.101 PL 9.00 PF 0.0 25 30.5 0.0 9.1 0.0 1.4 150 FTG R PE 0.0 27 30.5 0.0 9.1 0.0 0.004 TL 10.00 PV Pipe: 36 14.8 1.101 PL 0.50 PF 0.3 27 30.5 0.0 9.1 0.0 5.0 150 FTG TR PE 0.2 27A 30.0 4.9 9.1 14.8 0.039 TL 6.50 PV Pipe: 37 -18.9 1.101 PL 4.00 PF 0.3 27 30.5 0.0 9.1 0.0 6.4 150 FTG R PE 0.0 28 30.5 0.0 9.5 0.0 0.062 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 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: 38 14.6 1.101 PL 9.00 PF 0.8 28 30.5 0.0 9.5 0.0 4.9 150 FTG ETR PE 0.2 28A 30.0 4.9 8.8 14.6 0.038 TL 22.00 PV Pipe: 39 -33.5 1.101 PL 30.50 PF 8.0 28 30.5 0.0 9.5 0.0 11.3 150 FTG 2T5R PE 0.0 29 30.5 0.0 17.5 0.0 0.177 TL 45.50 PV Pipe: 40 -33.5 1.101 PL 10.00 PF 3.0 29 30.5 0.0 17.5 0.0 11.3 150 FTG T2R PE 4.5 30 20.0 0.0 25.1 0.0 0.177 TL 17.00 PV Pipe: 41 -5.1 1.101 PL 79.50 PF 0.7 30 20.0 0.0 25.1 0.0 1.7 150 FTG 3E4T PE 0.4 22 19.0 0.0 26.1 0.0 0.005 TL 120.50 PV Pipe: 42 -28.4 1.101 PL 10.00 PF 1.6 30 20.0 0.0 25.1 0.0 9.6 150 FTG 2R PE 4.5 31 9.5 0.0 31.2 0.0 0.130 TL 12.00 PV Pipe: 43 -28.4 1.101 PL 102.50 PF 19.7 31 9.5 0.0 31.2 0.0 9.6 150 FTG 4E4TR PE 0.4 32 8.5 0.0 51.3 0.0 0.130 TL 151.50 PV Pipe: 44 -28.4 1.394 PL 15.00 PF 0.9 32 8.5 0.0 51.3 0.0 6.0 150 FTG T2R PE 0.0 33 8.5 0.0 52.3 0.0 0.041 TL 23.00 PV Pipe: 45 0.0 1.101 PL 4.00 PF 0.0 33 8.5 0.0 52.3 0.0 0.0 150 FTG ETR PE 0.2 33A 8.0 0.0 52.5 0.0 0.000 TL 17.00 PV Pipe: 46 -15.5 1.394 PL 7.00 PF 0.1 33 8.5 0.0 52.3 0.0 3.3 150 FTG R PE 0.0 34 8.5 0.0 52.4 0.0 0.013 TL 8.00 PV Pipe: 47 0.0 1.101 PL 0.50 PF 0.0 34 8.5 0.0 52.4 0.0 0.0 150 FTG TR PE 0.2 34A 8.0 0.0 52.6 0.0 0.000 TL 6.50 PV Pipe: 48 -15.5 1.394 PL 9.00 PF 0.1 34 8.5 0.0 52.4 0.0 3.3 150 FTG R PE 0.0 35 8.5 0.0 52.5 0.0 0.013 TL 10.00 PV Pipe: 49 0.0 1.101 PL 0.50 PF 0.0 35 8.5 0.0 52.5 0.0 0.0 150 FTG TR PE 0.2 35A 8.0 0.0 52.7 0.0 0.000 TL 6.50 PV Pipe: 50 -15.5 1.394 PL 9.00 PF 0.1 35 8.5 0.0 52.5 0.0 3.3 150 FTG R PE 0.0 36 8.5 0.0 52.7 0.0 0.013 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 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: 51 0.0 1.101 PL 0.50 PF 0.0 36 8.5 0.0 52.7 0.0 0.0 150 FTG TR PE 0.2 36A 8.0 0.0 52.9 0.0 0.000 TL 6.50 PV Pipe: 52 -15.5 1.394 FL 8.50 PF 0.1 36 8.5 0.0 52.7 0.0 3.3 150 FTG R PE 0.0 37 8.5 0.0 52.8 0.0 0.013 TL 9.50 PV Pipe: 53 0.0 1.101 PL 0.50 PF 0.0 37 8.5 0.0 52.8 0.0 0.0 150 FTG TR PE 0.2 37A 8.0 0.0 53.0 0.0 0.000 TL 6.50 PV Pipe: 54 -15.5 1.394 FL 63.00 PF 1.0 37 8.5 0.0 52.8 0.0 3.3 150 FTG 8R FE 0.0 43 8.5 0.0 53.7 0.0 0.013 TL 71.00 PV Pipe: 55 -12.9 1.394 FL 10.00 PF 0.1 33 8.5 0.0 52.3 0.0 2.7 150 FTG R FE 0.0 38 8.5 0.0 52.4 0.0 0.010 TL 11.00 PV Pipe: 56 0.0 1.101 FL 4.00 PF 0.0 38 8.5 0.0 52.4 0.0 0.0 150 FTG ETR FE 0.2 38A 8.0 0.0 52.6 0.0 0.000 TL 17.00 PV Pipe: 57 -12.9 1.394 PL 7.00 PF 0.1 38 8.5 0.0 52.4 0.0 2.7 150 FTG R PE 0.0 39 8.5 0.0 52.5 0.0 0.010 TL 8.00 PV Pipe: 58 0.0 1.101 PL 0.50 PF 0.0 39 8.5 0.0 52.5 0.0 0.0 150 FTG TR PE 0.2 39A 8.0 0.0 52.7 0.0 0.000 TL 6.50 PV Pipe: 59 -12.9 1.394 PL 9.00 PF 0.2 39 8.5 0.0 52.5 0.0 2.7 150 FTG ETR PE 0.0 40 8.5 0.0 52.7 0.0 0.010 TL 24.00 PV Pipe: 60 0.0 1.101 FL 0.50 PF 0.0 40 8.5 0.0 52.7 0.0 0.0 150 FTG TR FE 0.2 40A 8.0 0.0 52.9 0.0 0.000 TL 6.50 PV Pipe: 61 -12.9 1.394 PL 9.00 PF 0.1 40 8.5 0.0 52.7 0.0 2.7 150 FTG R FE 0.0 41 8.5 0.0 52.8 0.0 0.010 TL 10.00 PV Pipe: 62 0.0 1.101 PL 0.50 PF 0.0 41 8.5 0.0 52.8 0.0 0.0 150 FTG TR FE 0.2 41A 8.0 0.0 53.0 0.0 0.000 TL 6.50 PV Pipe: 63 -12.9 1.394 PL 8.50 PF 0.1 41 8.5 0.0 52.8 0.0 2.7 150 FTG R FE 0.0 42 8.5 0.0 52.9 0.0 0.010 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 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: 64 0.0 1.101 PL 0.50 PF 0.0 42 8.5 0.0 52.9 0.0 0.0 150 FTG TR PE 0.2 42A 8.0 0.0 53.1 0.0 0.000 TL 6.50 PV Pipe: 65 -12.9 1.394 PL 73.50 PF 0.9 42 8.5 0.0 52.9 0.0 2.7 150 FTG E8R PE 0.0 43 8.5 0.0 53.7 0.0 0.010 TL 89.50 PV Pipe: 66 -28.4 2.003 PL 14.00 PF 0.3 43 8.5 0.0 53.7 0.0 2.9 150 FTG 2ET2R PE -0.4 5 9.5 0.0 53.6 0.0 0.007 TL 48.00 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.105 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.3 ft/sec at pipe 39. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 6.080 14.17 30.36 9.11 32.39 10.12 3.04 28.34 28.34 30.36 6.340 17.37 37.23 11.17 39.71 12.41 3.72 34.75 34.75 37.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.157 5.00 10.00 3.00 11.00 6.00 1.00 0.00 0.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 1.598 9.00 8.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 o 0 0 0 11•) Co 0 1. 42 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 0 0 / . 0 I '—I 0 0 0 0 0 0 0 0 0 . • • . • . • . 0 0 0 0 0 0 0 0 0 0 OD ko i-I r4 DOz] — QU) -d- - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 FOUR HEAD CALC- 3rd FLOOR UNIT J32 WATER SUPPLY CURVE 156+ 143+ 0 \\\\ \\\ I \\\ 130+ * <-130.0 psi @ 500 gpm I Flow Test Point 117+ P104+ R E I S I S 91+ U I R E I 78+ P I S JX I 65+ ) I 52+ 39+ 26+ LEGEND I X = Required Water Supply I 68.77 psi @ 157.9 gpm 13+ I 0 = Available Water Supply I 143.22 psi @ 157.9 gpm 0++-+---+----+-----+------+ --------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm/948 sq.ft.-GARA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 145.0 130.0 500.0 132.2 458.4 85.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 458.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 208.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 85.7 208.4 DC -1.0 - - - - 85.4 - - - DA -1.0 - - - - 76.4 - - - 2 -1.0 - - - - 75.9 - - - 3 0.5 - - - - 75.2 - - - 4 9.5 - - - - 65.4 - - - 5 9.5 - - - - 55.2 - - - 6 8.5 - - - - 54.8 - - - 7 9.5 - - - - 50.6 - - - 8 20.0 - - - - 45.4 - - - 9 30.5 - - - - 40.8 - - - 10 29.5 - - - - 37.1 - - - 10A 29.0 - - - - 37.4 - - - 11 29.5 - - - - 36.8 - - - hA 29.0 - - - - 37.0 - - - 12 29.5 - - - - 36.7 - - - 13 29.5 - - - - 36.7 - - - 13A 29.0 - - - - 36.9 - - - 14A 29.0 - - - - 36.9 - - - 15 30.5 - - - - 36.2 - - - 15A 30.0 - - - - 36.5 - - - 16 30.5 - - - - 36.2 - - - 16A 30.0 - - - - 36.5 - - - 17 30.5 - - - - 36.2 - - - 17A 30.0 - - - - 36.5 - - - 18A 30.0 - - - - 36.5 - - - 19 30.5 - - - - 35.0 - - - 20 20.0 - - - - 39.2 - - - 21 19.0 - - - - 38.4 22 19.0 - - - - 32.4 - - - 23 20.0 - - - - 30.5 24 30.5 - - - - 25.6 - - - 25 30.5 - - - - 24.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm1948 sq.ft.-GARA NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25A 30.0 - - - - 24.7 26A 30.0 24.7 27 30.5 24.3 27A 30.0 - - - - 24.5 28 30.5 - - - - 24.2 - - - 28A 30.0 - - - - 24.4 29 30.5 - - - - 23.1 - - - 30 20.0 - - - - 27.2 - - - 31 9.5 - - - - 30.5 - - - 32 8.5 - - - - 14.0 - - - 33 8.5 - - - - 13.2 - - - 33A 8.0 K= 5.60 12.3 19.6 34 8.5 - - - - 13.2 - - - 34A 8.0 K= 5.60 13.0 20.2 35 8.5 - - - - 13.7 - - - 35A 8.0 K= 5.60 13.5 20.6 36 8.5 - - - - 15.0 - - - 36A 8.0 K= 5.60 14.7 21.5 37 8.5 - - - - 17.2 - - - 37A 8.0 K= 5.60 16.9 23.0 38 8.5 - - - - 13.0 38A 8.0 K= 5.60 12.1 19.5 39 8.5 - - - - 13.0 39A 8.0 K= 5.60 12.8 20.0 40 8.5 - - - - 13.6 - - - 40A 8.0 K= 5.60 13.4 20.5 41 8.5 - - - - 14.5 - - - 41A 8.0 K= 5.60 14.3 21.1 42 8.5 - - - - 16.3 - - - 42A 8.0 K= 5.60 16.0 22.4 43 8.5 - - - - 45.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm1948 sq.ft.-GAR1 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: 1 208.4 5.850 FL 30.00 PF 0.2 1 -1.0 SRCE 85.7 (N/A) 2.5 150 FTG T2LG PE 0.0 DC -1.0 0.0 85.4 0.0 0.002 TL 163.36 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC -1.0 0.0 85.4 0.0 9.0 psi, 208.4 gpm DA -1.0 0.0 76.4 0.0 Pipe: 3 208.4 6.080 FL 225.00 PF 0.5 DA -1.0 0.0 76.4 0.0 2.3 150 FTG 2E9L PE 0.0 2 -1.0 0.0 75.9 0.0 0.001 TL 391.70 PV Pipe: 4 208.4 6.340 PL 5.00 PF 0.0 2 -1.0 0.0 75.9 0.0 2.1 150 FTG EL FE -0.6 3 0.5 0.0 75.2 0.0 0.001 TL 48.13 PV Pipe: 5 208.4 2.157 FL 9.00 PF 5.9 3 0.5 0.0 75.2 0.0 18.3 120 FTG C PE -3.9 4 9.5 0.0 65.4 0.0 0.297 TL 20.00 PV Pipe: 6 208.4 1.598 FL 2.00 FE' 10.2 4 9.5 0.0 65.4 0.0 33.3 150 FTG ER FE 0.0 5 9.5 0.0 55.2 0.0 0.847 TL 12.00 PV Pipe: 7 26.1 1.394 FL 4.00 FE' 0.9 5 9.5 0.0 55.2 0.0 5.5 150 FTG 2ET PE 0.4 6 8.5 0.0 54.8 0.0 0.035 TL 26.00 PV Pipe: 8 26.1 1.394 FL 50.50 FE' 3.7 6 8.5 0.0 54.8 0.0 5.5 150 FTG 3E5T FE -0.4 7 9.5 0.0 50.6 0.0 0.035 TL 104.50 PV Pipe: 9 26.1 1.394 FL 10.00 FE' 0.6 7 9.5 0.0 50.6 0.0 5.5 150 FTG T2R FE -4.5 8 20.0 0.0 45.4 0.0 0.035 TL 18.00 PV Pipe: 10 10.7 1.394 PL 10.00 PF 0.1 8 20.0 0.0 45.4 0.0 2.3 150 FTG T2R FE -4.5 9 30.5 0.0 40.8 0.0 0.007 TL 18.00 PV Pipe: 11 10.7 1.101 FL 124.50 PF 4.1 9 30.5 0.0 40.8 0.0 3.6 150 FTG 5E6T FE 0.4 10 29.5 0.0 37.1 0.0 0.021 TL 189.50 PV Pipe: 12 0.0 1.101 FL 1.50 PF 0.0 10 29.5 0.0 37.1 0.0 0.0 150 FTG ETR PE 0.2 10A 29.0 0.0 37.4 0.0 0.000 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm1948 sq.ft.-GAR1 * 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 10.7 1.101 PL 14.00 PF 0.3 10 29.5 0.0 37.1 0.0 3.6 150 FTG R PE 0.0 11 29.5 0.0 36.8 0.0 0.021 TL 15.00 PV Pipe: 14 0.0 1.101 PL 1.50 PF 0.0 11 29.5 0.0 36.8 0.0 0.0 150 FTG ETR PE 0.2 hA 29.0 0.0 37.0 0.0 0.000 TL 14.50 PV Pipe: 15 10.7 1.101 PL 6.00 PF 0.1 11 29.5 0.0 36.8 0.0 3.6 150 FTG R PE 0.0 12 29.5 0.0 36.7 0.0 0.021 TL 7.00 PV Pipe: 16 0.0 1.101 PL 10.00 PF 0.0 12 29.5 0.0 36.7 0.0 0.0 150 FTG T PE 0.0 13 29.5 0.0 36.7 0.0 0.000 TL 15.00 PV Pipe: 17 0.0 1.101 PL 1.50 PF 0.0 13 29.5 0.0 36.7 0.0 0.0 150 FTG ETR PE 0.2 13A 29.0 0.0 36.9 0.0 0.000 TL 14.50 PV Pipe: 18 0.0 1.101 PL 15.50 PF 0.0 13 29.5 0.0 36.7 0.0 0.0 150 FTG 2E2R PE 0.2 14A 29.0 0.0 36.9 0.0 0.000 TL 31.50 PV Pipe: 18A 0.0 1.101 PL 7.50 PF 0.0 12 29.5 0.0 36.7 0.0 0.0 150 FTG 2E PE -0.4 15 30.5 0.0 36.2 0.0 0.000 TL 21.50 PV Pipe: 19 0.0 1.101 PL 7.50 PF 0.0 15 30.5 0.0 36.2 0.0 0.0 150 FTG 2E PE 0.2 15A 30.0 0.0 36.5 0.0 0.000 TL 21.50 PV Pipe: 20 0.0 1.101 PL 12.00 PF 0.0 15 30.5 0.0 36.2 0.0 0.0 150 FTG 2R PE 0.0 16 30.5 0.0 36.2 0.0 0.000 TL 14.00 PV Pipe: 21 0.0 1.101 PL 19.00 PF 0.0 16 30.5 0.0 36.2 0.0 0.0 150 FTG E2T2R PE 0.2 16A 30.0 0.0 36.5 0.0 0.000 TL 38.00 PV Pipe: 22 0.0 1.101 PL 8.50 PF 0.0 16 30.5 0.0 36.2 0.0 0.0 150 FTG R PE 0.0 17 30.5 0.0 36.2 0.0 0.000 TL 9.50 PV Pipe: 23 0.0 1.101 PL 0.50 PF 0.0 17 30.5 0.0 36.2 0.0 0.0 150 FTG TR PE 0.2 17A 30.0 0.0 36.5 0.0 0.000 TL 6.50 PV Pipe: 24 0.0 1.101 PL 14.00 PF 0.0 17 30.5 0.0 36.2 0.0 0.0 150 FTG ET2R PE 0.2 18A 30.0 0.0 36.5 0.0 0.000 TL 28.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm1948 sq.ft.-GARA 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: 25 10.7 1.101 PL 32.00 PF 1.2 12 29.5 0.0 36.7 0.0 3.6 150 FTG 2ET5R PE -0.4 19 30.5 0.0 35.0 0.0 0.021 TL 56.00 PV Pipe: 26 10.7 1.101 PL 10.00 PF 0.4 19 30.5 0.0 35.0 0.0 3.6 150 FTG T2R PE 4.5 20 20.0 0.0 39.2 0.0 0.021 TL 17.00 PV Pipe: 27 10.7 1.101 PL 32.00 PF 1.3 20 20.0 0.0 39.2 0.0 3.6 150 FTG 2E3T PE 0.4 21 19.0 0.0 38.4 0.0 0.021 TL 61.00 PV Pipe: 28 -15.4 1.101 PL 128.00 PF 7.5 21 19.0 0.0 38.4 0.0 5.2 150 FTG 3E6T PE -0.4 8 20.0 0.0 45.4 0.0 0.042 TL 179.00 PV Pipe: 29 26.1 1.101 PL 43.50 PF 6.0 21 19.0 0.0 38.4 0.0 8.8 150 FTG E3R PE 0.0 22 19.0 0.0 32.4 0.0 0.111 TL 53.50 PV Pipe: 30 11.3 1.101 PL 32.00 PF 1.4 22 19.0 0.0 32.4 0.0 3.8 150 FTG 2E3T PE -0.4 23 20.0 0.0 30.5 0.0 0.024 TL 61.00 PV Pipe: 31 11.3 1.101 PL 10.00 PF 0.4 23 20.0 0.0 30.5 0.0 3.8 150 FTG T2R PE -4.5 24 30.5 0.0 25.6 0.0 0.024 TL 17.00 PV Pipe: 32 11.3 1.101 PL 35.00 PF 1.1 24 30.5 0.0 25.6 0.0 3.8 150 FTG T5R PE 0.0 25 30.5 0.0 24.5 0.0 0.024 TL 45.00 PV Pipe: 33 0.0 1.101 PL 3.50 PF 0.0 25 30.5 0.0 24.5 0.0 0.0 150 FTG 2TR PE 0.2 25A 30.0 0.0 24.7 0.0 0.000 TL 14.50 PV Pipe: 34 0.0 1.101 PL 19.00 PF 0.0 25 30.5 0.0 24.5 0.0 0.0 150 FTG ET2R PE 0.2 26A 30.0 0.0 24.7 0.0 0.000 TL 33.00 PV Pipe: 35 11.3 1.101 PL 9.00 PF 0.2 25 30.5 0.0 24.5 0.0 3.8 150 FTG R PE 0.0 27 30.5 0.0 24.3 0.0 0.024 TL 10.00 PV Pipe: 36 0.0 1.101 PL 0.50 PF 0.0 27 30.5 0.0 24.3 0.0 0.0 150 FTG TR PE 0.2 27A 30.0 0.0 24.5 0.0 0.000 TL 6.50 PV Pipe: 37 11.3 1.101 PL 4.00 PF 0.1 27 30.5 0.0 24.3 0.0 3.8 150 FTG R PE 0.0 28 30.5 0.0 24.2 0.0 0.024 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm/948 sq.ft.-GARA 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: 38 0.0 1.101 PL 9.00 PF 0.0 28 30.5 0.0 24.2 0.0 0.0 150 FTG ETR PE 0.2 28A 30.0 0.0 24.4 0.0 0.000 TL 22.00 PV Pipe: 39 11.3 1.101 PL 30.50 PF 1.1 28 30.5 0.0 24.2 0.0 3.8 150 FTG 2T5R PE 0.0 29 30.5 0.0 23.1 0.0 0.024 TL 45.50 PV Pipe: 40 11.3 1.101 PL 10.00 PF 0.4 29 30.5 0.0 23.1 0.0 3.8 150 FTG T2R PE 4.5 30 20.0 0.0 27.2 0.0 0.024 TL 17.00 PV Pipe: 41 -14.8 1.101 PL 79.50 PF 4.7 30 20.0 0.0 27.2 0.0 5.0 150 FTG 3E4T PE 0.4 22 19.0 0.0 32.4 0.0 0.039 TL 120.50 PV Pipe: 42 26.1 1.101 PL 10.00 PF 1.3 30 20.0 0.0 27.2 0.0 8.8 150 FTG 2R PE 4.5 31 9.5 0.0 30.5 0.0 0.111 TL 12.00 PV Pipe: 43 26.1 1.101 PL 102.50 PF 16.9 31 9.5 0.0 30.5 0.0 8.8 150 FTG 4E4TR PE 0.4 32 8.5 0.0 14.0 0.0 0.111 TL 151.50 PV Pipe: 44 26.1 1.394 PL 15.00 PF 0.8 32 8.5 0.0 14.0 0.0 5.5 150 FTG T2R PE 0.0 33 8.5 0.0 13.2 0.0 0.035 TL 23.00 PV Pipe: 45 19.6 1.101 PL 4.00 PF 1.1 33 8.5 0.0 13.2 0.0 6.6 150 FTG ETR PE 0.2 33A 8.0 5.6 12.3 19.6 0.066 TL 17.00 PV Pipe: 46 -10.8 1.394 PL 7.00 PF 0.1 33 8.5 0.0 13.2 0.0 2.3 150 FTG R PE 0.0 34 8.5 0.0 13.2 0.0 0.007 TL 8.00 PV Pipe: 47 20.2 1.101 PL 0.50 PF 0.5 34 8.5 0.0 13.2 0.0 6.8 150 FTG TR PE 0.2 34A 8.0 5.6 13.0 20.2 0.069 TL 6.50 PV Pipe: 48 -31.0 1.394 PL 9.00 PF 0.5 34 8.5 0.0 13.2 0.0 6.5 150 FTG R PE 0.0 35 8.5 0.0 13.7 0.0 0.048 TL 10.00 PV Pipe: 49 20.6 1.101 PL 0.50 PF 0.5 35 8.5 0.0 13.7 0.0 6.9 150 FTG TR PE 0.2 35A 8.0 5.6 13.5 20.6 0.072 TL 6.50 PV Pipe: 50 -51.6 1.394 PL 9.00 PF 1.2 35 8.5 0.0 13.7 0.0 10.8 150 FTG R PE 0.0 36 8.5 0.0 15.0 0.0 0.124 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm/948 sq.ft.-GARA 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: 51 21.5 1.101 PL 0.50 PF 0.5 36 8.5 0.0 15.0 0.0 7.2 150 FTG TR PE 0.2 36A 8.0 5.6 14.7 21.5 0.078 TL 6.50 PV Pipe: 52 -73.0 1.394 PL 8.50 PF 2.2 36 8.5 0.0 15.0 0.0 15.3 150 FTG R PE 0.0 37 8.5 0.0 17.2 0.0 0.237 TL 9.50 PV Pipe: 53 23.0 1.101 PL 0.50 PF 0.6 37 8.5 0.0 17.2 0.0 7.8 150 FTG TR PE 0.2 37A 8.0 5.6 16.9 23.0 0.088 TL 6.50 PV Pipe: 54 -96.0 1.394 PL 63.00 PF 27.9 37 8.5 0.0 17.2 0.0 20.2 150 FTG 8R PE 0.0 43 8.5 0.0 45.1 0.0 0.393 TL 71.00 PV Pipe: 55 17.3 1.394 PL 10.00 PF 0.2 33 8.5 0.0 13.2 0.0 3.6 150 FTG R PE 0.0 38 8.5 0.0 13.0 0.0 0.016 TL 11.00 PV Pipe: 56 19.5 1.101 PL 4.00 PF 1.1 38 8.5 0.0 13.0 0.0 6.6 150 FTG ETR PE 0.2 38A 8.0 5.6 12.1 19.5 0.065 TL 17.00 PV Pipe: 57 -2.2 1.394 PL 7.00 PF 0.0 38 8.5 0.0 13.0 0.0 0.5 150 FTG R PE 0.0 39 8.5 0.0 13.0 0.0 0.000 TL 8.00 PV Pipe: 58 20.0 1.101 PL 0.50 PF 0.4 39 8.5 0.0 13.0 0.0 6.7 150 FTG TR PE 0.2 39A 8.0 5.6 12.8 20.0 0.068 TL 6.50 PV Pipe: 59 -22.3 1.394 PL 9.00 PF 0.6 39 8.5 0.0 13.0 0.0 4.7 150 FTG ETR PE 0.0 40 8.5 0.0 13.6 0.0 0.026 TL 24.00 PV Pipe: 60 20.5 1.101 PL 0.50 PF 0.5 40 8.5 0.0 13.6 0.0 6.9 150 FTG TR PE 0.2 40A 8.0 5.6 13.4 20.5 0.071 TL 6.50 PV Pipe: 61 -42.8 1.394 PL 9.00 PF 0.9 40 8.5 0.0 13.6 0.0 9.0 150 FTG R PE 0.0 41 8.5 0.0 14.5 0.0 0.088 TL 10.00 PV Pipe: 62 21.1 1.101 PL 0.50 PF 0.5 41 8.5 0.0 14.5 0.0 7.1 150 FTG TR PE 0.2 41A 8.0 5.6 14.3 21.1 0.075 TL 6.50 PV Pipe: 63 -63.9 1.394 PL 8.50 PF 1.8 41 8.5 0.0 14.5 0.0 13.4 150 FTG R PE 0.0 42 8.5 0.0 16.3 0.0 0.185 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm/948 sq.ft.-GAR1 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: 64 22.4 1.101 PL 0.50 PF 0.5 42 8.5 0.0 16.3 0.0 7.5 150 FTG TR PE 0.2 42A 8.0 5.6 16.0 22.4 0.084 TL 6.50 PV Pipe: 65 -86.3 1.394 PL 73.50 PF 28.8 42 8.5 0.0 16.3 0.0 18.1 150 FTG E8R PE 0.0 43 8.5 0.0 45.1 0.0 0.322 TL 89.50 PV Pipe: 66 -182.3 2.003 PL 14.00 PF 10.6 43 8.5 0.0 45.1 0.0 18.6 150 FTG 2ET2R PE -0.4 5 9.5 0.0 55.2 0.0 0.220 TL 48.00 PV NOTES (BASS): Calculations were performed by the BASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.055 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 33.3 ft/sec at pipe 6. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 6.080 14.17 30.36 9.11 32.39 10.12 3.04 28.34 28.34 30.36 6.340 17.37 37.23 11.17 39.71 12.41 3.72 34.75 34.75 37.23 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm/948 sq.ft.-GAR1 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.157 5.00 10.00 3.00 11.00 6.00 1.00 0.00 0.00 PAGE: 1-I MATERIAL: CPVC FIWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 1.598 9.00 8.00 1.00 0.00 1.00 2.00 0.00 2.00 2.003 11.00 10.00 1.00 0.00 1.00 2.00 0.00 2.00 2 E I-i 0- C, Q4- D OLfl H .1) w )W W 0. 4Cf)0 W(Q •-4a) Cr1.0 Q)Q4J H(!) )44 U) u ,1C'1-r1 OD O>, -4 •3D(/)U c',a)Ln • 0-i r4 CD im H rn 0 0 0 0 0 N I 0 004 0 Cu SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm/948 sq..ft.-GARA 0 U- 0 0 0 0 0 0 0 0 0 • • • • • • • • 0 0 0 0 0 0 0 0 0 C'.J 0 m W r4 OOCr) 04 )Cx1 -0.U.-1--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 7/18/2008 C:\HASS74\C3707-REV.SDF JOB TITLE: GLEN RIDGE APARTMENTS BLDG. #2 ORD.HAZ. GROUP I .15 gpm/948 sq.ft.-GAR1 WATER SUPPLY CURVE 156+ 143+ \\\\ I \\\ I \\\\ 130+ * <-130.0 psi @ 500 gpm I Flow Test Point 117+ P104+ R I E I S I S91+ U I R I X E I 78+ ( I P I S I I 65+ ) I 52+ 39+ 26+ LEGEND I I, I X = Required Water Supply I 85.68 psi @ 458.4 gpm 13+ I 0 = Available Water Supply I 132.23 psi @ 458.4 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Bulletin 136 Rev.L ReIiabk Model Fl FR Model F1 FR Recessed Quick Response Sprinklers Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters' Laboratories of Canada (ULC) Certified by FM Approvals Loss Prevention Council (LPC, UK) NYC BS&A No. 587-75-SA Meets MIL-S-901C and MIL-STD 167-1 Verband der Schadenversicherer (VdS, Germany) NYC MEA 258-93-E I UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Product Description Reliable Models Fl FR and Fl FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models Fl FR and Fl FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR and Fl FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manufac- tured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex- pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. The temperature rating of the sprinkler is identified by the color of the glass bulb. Upright Pendent Vertical Sidewall Conventional Horizontal Sidewall HSW 1 Deflector Recessed Pendent Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Sprinkler Type Standard-Upright (SSU) and Pendant (SSP) Deflectors Marked to indicate Position K Factor Sprinkler Height Approval Organization Spunkier Identificationnkier Number (SIN) US Metric X"(15mm) Standard Orifice with X NPT (RX)Thread 5.6 80 2.2"(56rrn1) 1,2,3,4,5,6,7 R3625 R3615 (20rrin) Large Orifice with 3" NPT (R3A)Thread 8.0 115 2.3" (58mm) 1,23,47,8 R3622 R3612 17m) Small Orifice with X" NPT (R,)Thread 4.2 60 2.54"(65rrn) 1,2,8 R3623 R3613 3" (lorrrrl) Small Orifice with X" NPT(RX)Thread 2.8 40 2.54"(65m) 1,2,8 R3621 R3611 1D'r,m Orifice XLH with R%" Thread 4.2 60 56.1mm 4,6.7 R3624 R3614 Conventional-Install in Upright or Pendent Position 4.2 5.6 8.0 60 80 115 56.1mm 56.1mm 58.4mm - 4,6,7 4,7 R3674 R3675 R3672 1m Orifice XW with Thread 15mm Standard Orifice with )" NPT (RX) Thread 20imi Large Orifice with 3/4"NPT (R34)Thread Upright Pendent Upright Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US Metric ,3" (15rr) ,' NPT (R½) 5.6 80 2.2"(56rrm) 1,2,3,4,5,7,8 R3615 1 /"(20rrni) X" NPT (R3%) 8.0 115 1 2.3" (58m) 1,2,3 R3612 46 (llnTn) 1" NPT (RVz) 4.2 60 2.54" (65rrm) 1,2,8 R3613 (lOrmi) ,1~2" NPT (RV) 2.8 40 2.54" (65rrrn) 1,2,8 R3611 10mm AX 4.2 60 56.1mm 4,7 R3614 Refer to escutcheon data table for approvals and dimensions. 2 1/4 6.OLE D( —. (77.2'mJ I 151W 014 I 1• X f12' ROLCM UNT6. 11041 . j(f) FACE OFF I f/JJI I MAC A Y)I f/a. 13-7—i 2 27/.77 01& (72.2m.'n1 f.WFOOIO (I) RUM 10 15CU7 1.0Fl 4MM E48L( FOR A%4LS A%D 4M41vSiO 2. Vertical Sidewall Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US I Metric '," NFl (ft) 51Q 5Q 2,2" (mm) 1, a 15 '/2" NPT(R'/2) 5.6 80 2.2(56mm) 4 R3685 (1) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling Dimension (Min. - Max.) Upright 4" - 12' (102mm1305mm) Pendent 6"- 12" (152mm - 305mm) Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: I K Factor Approval Organizations and Type of Approval Sprinkler identification Nominal I Orifice Thread Size Sprinkler Length Number (SIN) US I Metric Light I Hazard Ordinary Hazard " (15mm) " NPT(R½) 5.6 80 2.63(67mm) ] 1,235,8 1,2,5,8 R3635 NOTE: UL and ULC Listing permits use with Fl or F2 recessed escutcheon. Horizontal Sidewall 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. The Model F1FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutch- eons illustrated are the only recessed escutcheons to be used with the Model Fl FR Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model Fl FR Sprinklers, use the Model D Sprinkler Wrench. When installing Model Fl FR Recessed Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Use the Model RC1 Wrench for installing F1FR Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. Temperature Ratings Classification Sprinkler Max. Ambient Temp. Bulb Color °C _f_ Ordinary 57 135 100°F(38C) Orange Ordinary 68 155 1O0°F(33C) Rod Intermediate 79 175 150-F (66-C) Yellow Intermediate 93 200 150°F(66C) Green High (1) 141 286 225°F(107C) Blue Not available for recessed sprinklers. Escutcheon Data "A" Fsce Fitting Escutcheon Approvals Model Adlnient Dmemlon to Ceiling or well Dimension Fl 1,2,4 3/" 3/" (19mm) (19mm) (5mm -24nm) F2 1,2,3,4,5,7,8 1" (13mm) (25mm) (5mm- 17mm) FP 1 9 Fully Recessed /6" (11mm) Push-onj Thread-off 1,2 Fully Retracted (24mm) Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NEPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (1)(Z Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated (3) White Polyester Coated White Painted (3) Special Application Finishes Sprinkler Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin chrome Satin Chrome (1) Other finishes and colors are available on special order. Consult the factory for details. 121 FM Approvals is limited to bronze and brass, chrome or black plated finishes only. (3) FP Push-on/Thread-off escutcheon Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled Paper (800)431-1588 Sales Offices (800)848-6051 Sales Fax Revision lines indicate updated or new data (914)668-3470 Corporate Offices www.reliablesprinkler.com Internet Address ES. P,inted in U.S,A. 3103 P/N9999970027 Bulletin 135 Rev.F Model Fl. Residential Sprinklers Design Density of 05 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/1t2 Types: F1 Res 49Pendent Fl Res 49 Recessed Pendent/F 1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/Fl Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/Fi Fl Res 76 Recessed Pendent/FP Fl Res 49 COP Pendent Fl Res 58 CCP Pendent Fl Res 76 COP Pendent Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSW Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 HSW Fl Res 40 Recessed 1"[SW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (CULUS) Fl Res 49,58&76 Recessed Pendent I Fl Fl Res 49,58&76 Recessed Pendent / FP Fl Res 49,58&76 COP Pendent Fl Res 44&58 Recessed HSW/F2 Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the El Res 44 SWC Fl Res 40 Recessed HSW/F2 waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT (R½) K-Factor: 4.9 (Actual) - Fl Res 49 Pendent Sprinkler. 5.8 (Actual) - F 1 Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - Fl Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 40 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model Fl Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. * Effective date 7/12/02 Tha Pallinhin Auufrmtit- Srsrir,iclar ('i Inr 1fl2 PrnA, Prk nrivin PImcfrrl F\I*, Vnrk 1ñ92 Installation Models Fl Res sprinklers are to be installed as shown. Model Ft F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 and 40 HSW with a ceiling to deflector distance of 4"- 12". Flow arrow on deflector must point away from near wall and 'Top" marking must face ceiling. Model Fl Res 49, 58 & 76 Model Fl Res 49, 58 & 76 Pendent Recessed Pendent I Fl Fl escutcheon, y" (19mm) adjustment lJ51GoJ Fig. 1 Fig. 2 2. Technical Data: Fl Res 49 Pendent and Recessed Pendent Thread Sprinkler Temp. Max. Max. Ambient Actual Sprinkler Size Rating Pressure Temp. K Length psi (bar) I Factor Inch (mm) OF 0c °F 0 y2"NPT (Ry2) 155 175 68 I 79 175 (12) 100 150 38 I 66 4.9 2.25 (57) Escutcheon*, Fl or F2, Data: Adjustment " " A Face of fitting to Type Inch (mm) Inch (mm) ceiling Inch (mm) Fl 3/4(19.0) Min.=' (19.1) Max.=1)/2" (38.1) /6-'/6(4.7-24.0) F2 Y2 (12.7) Min.= 1%6"(23.8) Max.=1" (38.1) X6 - % (4.7- 17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49 & 58 Recessed Pendent Sprinkler Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13(49) 7.0(0.48) R3516 16.7(1.14) 14 x 14 (4.3x4.3) 13(49) 7.0(0.48) 16x 16(4.9x4.9) 1 13(49) 7.0 (0.48) 18x 18(5.5x5.5) -17(64.3) 12.0(0.83) 20x 20(6.1x6.1) 1 20 (75.7) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) _ Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.60.6) 15 (57L__ 9.4 (065) R3516 20.2(1.4) 14 x 14 (4.3x4.3) 16(60.5) 10.6(0.73) 16 x 16 (4.9x4.9) 17 (64.3) 12.0 (0.83) 18 x 18 (5.5x5.5) 19(72) 15.0(1.0) 20 x 20 (6.1x6.1) 22(83.2) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7 (178mm) Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Sprinkler Max Thread Size Temp. Ratiflg Max. Pressure Ambient Temp. K Factor Sprinkler Length psi (bar) Inch (mm) I °F 1/2"NPTt155 (RY2) 11751 68 79 175(12) 100 1501 38 66 5.8 2.25(57) Max. Sprinkler I Flow Pressure Ceiling -to- Sprinkler Spacing gpm (Lpm) psi (bar) Deflector Identification ft (m) Inch (mm) Number (SIN) 12 x 12 (3.6x3.6) 16 (61) 7.6 (0.53) -- 1-4 (25-100) 14.4(l.0) R3513 14 x 14 (4.3x4.3) 16(61) 7.6 (0.53) 16 x 16 (4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5.5x5.5) 19(72) 10.8 (0.75) 20 x20(6.1x6.1) - 22 (83.3) 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent Thread Sprinkler Temp. Max Ambient K Sprinkler Rating Pressure psi (bar) Temp. Factor Length Inch (mm) .F IC °C NPT (R%) 155! 175j 68 79 175(12) jt5066 38 7.6 2.25 (57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 21 7.6(0.53) R7618 9.2 (0.63) 14 x 14 (4.3x4.3) 21 7.6(0.53) 16 x 16 (4.9x4.9) 21 7.6(0.53) 18 x 18 (5.5x5.5) 21 7.6(053) 20 x 20 (6.1 x6. 1 ) 23 Adiustment "A" Face of fitting to Type Inch (mm) Inch (mm) ceiling Inch (mm) Fl 3/ (19.0) Min.= 3/4" (19.1) Max.=1,4" (38.1) 36 - 15/ (4.7-24.0) F2 y2 (12.7) Min.= 15/ (23.8) Max.=1"(38.1) X,-%,(4.7 -17.4) Model Fl Res 49, 58 & 76 • Model Fl Res 49, 58 & 76 CCP Pendent Recessed Pendent I FP FP push-on/thread-off escutcheon 2 5/8° [66.7mm] CIA. 2 5/16' OIA. HOLE IN CEILING cup I "x 112 REDUCER CUP MAX. FACE OF FITTING TO FACE OF CEILING fl DIMENSION I . ' COVER ADJUSTMENT / HEIGHT 3 5/76°' DIA. 1J5FG04C [84.7mm] Fl RES 49, 58 & 76 CCP PEND. Fig. 3 NOTE: The El Res 76 wII use a ill x 3%" reducer. 2 5/8 014. (66.7o,] HOLE IN CEILING 2 5/76 DI.'. [5&7o] CUP I IL I/2 REDUCER COLING ______ TD FACE OF CRUAC FA Df"AISION Fig. 4 Thread Sp Temp. CCP Max. Max Ambient K Sprinkler Size Rating Temp. Rating Pressure psi (bar) Temp. Factor inch (mm) Length oFoC oFOC OFoC 1/2"NPT 155 68 135 57 175(12) 100 38 4.9 2.25(57) It "A" Cover Adjustment CCP Height Inch (mm) Inch (mm) Y2 (12.7) 15/(24) 3/(47) 3/4(19) Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP CCP Options Data: Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0(0.48) R3516 16.7(1.14) 14 x 14 (4.3x4.3) 13(49) 7.0(0.48) 16 x 16 (4.9x4.9) 14(53) 8.2(0.56) 18 x 18(5.5x5.5) 18(68.1) 13.5 (0.93) 20 x 20 (6. 1 x6. 1) 20(75.7) FP Data "A": FP Position tA Inch (mm) Max. Recessed X6 (11) Mm. Recessed 15/ (24) Note: Sprinklers shown in Hg. 3 and Hg. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Sprinkler CCP Assembly Max. Max Sprinkler Thread Size Temp. g I Temp. Ratin Length Pressure Ambient Temp. K Factor Rating psi (bar) Inch n) OF °C OF J 1/"NPT 155 68 135 57 1 175(12) 100 38 5.8_L 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 16(61) 7.6(0.53) R3513 14.4(1.0) 14 x 14(4.3x4.3) 16(61) 7.6 (0.53) 16 x 16 (4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5.5x5.5) 19(72) 10.8(0.75) 20 x 20 (6. 1 x6. 1) 22(83.3) Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP CCP I Thread Sprinkler Temp. Assembly Temp. Max. Pressure Max Ambient I K Sprinkler Length Size Rating Ratiflg psi (bar) Temp. Factor Inch (mm) °F °C °F OF °C 3k'NPT 155 68 57 135 1 57 175 100 38 76 2.25(57) 1751 79 1501 66 Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 21 7.6(0.53) R7618 10.8(0.74) 14 x 14 (4.3x4.3) 21 7.6(0.53) 16x 16(4.9x4.9) 21 7.6 (0.53) 18 x 18 (5.5x5.5) 22 8.4(0.58) 20x20(6.1x6.1) 25 61 Escutcheon, F2, Data: Type Adjustment Face of Fitting I I to wall L Inch (mm) Inch (mm) F2 y2 (13) 3/6 -%(4.7-17.4)I Model Fl Res 44 & 58 HSW Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, )'" (13 adjustment mm Technical Data: Fl Res 44 HSW & HSW/F2 Thread Size Sprinkler Temp. Rating Pressure psi (bar) Max. Ambient P. K Factor Spsinlder Length Inch (mm) -F -C 0F 1 0C ½" NPT (R,/2)175 155 I 68 79 175(12) 100 150 38 I 66 4.4 2.45 (62) Max. Spunkier Spacing ft (m) Ceiling Deflect Inch (mm) Spnnlder Temp. Rating °F (°C) Flow gpm (Lpm) Pressure psi (bar) Spnnkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175(79) 12 (45.4) 7.5 (0.52) R3531 14 x 14 (4.3x4.3) .155(68) 175 (79) 14(53.0) 10.2(0.71) 16 x 16 (4.9x4.9) 155 (68) 175(79) 16(60.6) 13.3(0.92) 16x 18(4.9x5.5) 155(68) 175(79) 18(68.1) 16.8(1.16) 18x 18(5.5x5.5) 155(68) 175(79) 19(72.0) 18.7(1.29) 16 x 20 (4.9x6. 1) 155(68) 175(79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6 -12 (152-305) 155 (68) 175(79) 14(53.0) 10.2(0.71) 27.4(1.89) 14 x 14 (4.3x4.3) 155(68) 175 (79) 16(60.6) 13.3(0.92) 16x 16(4.9x4.9) 155(68) 175(79) 17(64.4) 15.0(1.04) 16x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 20.7(1.43) 16x20(4.9x6.1) 155(68) 175(79) 23(87.1) 6- Escutcheon, F2, Data: Type Adjustment Face of Fitting to wall Inch (mm) Inch (mm) I F2 3/2(13) 3/1y(47174) Technical Data: Fl Res 58 HSW & HSW/F2 Spnnkler Max. Thread Temp. lit K Sprinkler Size Rating _ Pressure Teni3L Factor Length psi (bar) Inch (mm) °F HC °F°C 1/2" NPT (R½) 155 175 68 79 175(12) 100 150 38 66 5.8 2.45 (62) Max. Sprinkler Spacing ft (m) Ceiling Deflector Inch (mm) Spnnkler Temp. Rating °F (°C) Flow gpm (Lpm) Pure psi (bar) Sprinkler Identification Number (SIN) 12x 12(3.6x3.6) 4-6 (101-152) 155(68) 175(79) 16(60.6) 7.6 (0.53) R3533 14x 14(4.3x4.3) 155(68) 175(79) 18(68.2) 9.7 (0.67) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 21(79.5) 13.2(0.91) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 25 (94.7) 18.6(1.28) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 29(109.8) 25(1.73) 12x12(3.6x3.6) 6-12 (152-305) 155(68) 175 (79) 14.4(1.0) 28.6(1.97) 14 x 14 (4.3x4. 155 68 175J9j 22(83.3) 14.4(1.0) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 26(98.4) 1j1 16x 18(4.9x5.5) 155(68) 175(79)1 31(117.4) / Model Fl Res 44 SWC I Recon,mended I Wall HoAe 2 51116- 25/8 TURN COLLAR UNTIL / TIGHT AGAINST SPRINKLER 21/32 WRENCH BOSS. Fl RES 44 SWC Fig. 5 I 1/4" [31.75mm] Moomw,, Face Of fllliog To Wall Olmeeslo., I" X 7/2" Reduce, —v 4" to 12" too 1.60mm To 304.80mm] PUSH ON COVER. THEN fINN TO ADJUST UNTIL TIGHT AGAINST WALL. Technical Data: Fl Res 44 SWC Thread Sprinkler Temp. Rating Max. Pressure Max. Ambient Temp. K Sprinkler Length Size Rating __ psi (bar) _____________ Factor mdi (mm) ¶ ' °C ¶ °C I ___ 1/NPT 1558 135 57 175(12) 100 38 4.4 2.45 (62) Max. Sprinkler Ceiling Flow Pressure Sprinkler Spacing Deflector gpm psi (bar) Identification ft (m) Inch (mm) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101152) 13(49.2) 8.7(0.60) 14 x 14 (4.3x4.3) 14 (53.0) 10.2(0.71) 16x16(4.9x4.) 17(64.3) 15.0(1.1) 16 x 18 (4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4(l.89) R3531 20.7(1.43) 12x 12 (3.6x3.6) 6-12 (152-305) 14(52.9) 102 (0.71) 14x 14(4.3x4.3) 15(56.7) 11.7(0.81) 16 x 16 (4.9x4.9) 18(68.1) 16.8(1.16) 1 6 x 18(4.9x5.5) 20(75.6) 0 Escutcheon. F2. Data: Type Adjustment Face of Fitting c wall I Inch (mm) Inch (mm) L[2 I .1/2 (13) I 3A6 1)46 (4.717.4)I Mrr1I l One Afl I.lW Model Fl Res 40 Recessed HSW/F2 F2 escutcheon, " (13mm aajusment 1 35FG05 Fig. 6 PACE OF PITTING TO WALL DIMENSION - 1/4" MIN -2 1/4 HOLE 014. [57.2 Iflrfl [32 ] CEILING TO DEFLECTOR I X 1/2' REDUCER DIMENSION I 15/16' DL4JF4 [ 4 9. - 2 271J2 DIA. [72 2mm] TURN COLLAR TIGHT AGAINST SPRINKLER WRENCH BOSS. - 1/2" IJ5FGO6-C ADJUSTMENT El RES 58, 44 & 40 HSW/F2 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 - Sprinkler I Max Thread Temp. Max I Pure Mble,t K Sprinkler Length Size Rating I psi (bar) Temp. _______ Factor Inch (mm) °F °C I 1/7 NPT (pl/) 155 1 68 1 7 1100 175(12) 38 4 -150--1 66 .0 2.45 (62) - "A" Flow. Max. Sprinkler Sprinkler Temp. Pure Sprinkler SpacingSpang ft (m) Inch (mm) Deflector Rating OF (°C) gpm: (Lpm) i i (bar) Identification Number (SIN) 12x12(3.6x3.6) 14x 14(4.3x4.3) .. 155(68) 175(79) 155(68) 175(79) 13(49.0) 16(60.5) 1a6(013) 16.0(1.i OL iL 16 x 16 (4.9x4.9) 1 (101-152) R3538 25.0(1.72) 155 (68) 1 17(64.3) 18.1 ;1.24) 16 x 16 (4.9x4.9) 175(79) 18(68.1) 20.2(1.39) 16x 18(4.9x5.5) 155(68) 155 (68) 175(79) 175 (79) 20(75.7) 22 (83.3) J0j 8 x 18 (5.5x5.5) 16x20(4.9x6.1) 155(68) 175(79) 23(87.0) 33.1(2.28) 12x 1x6) r (152-305) 155 (68) 17.5 (70) 13(49.0) 10.6(0 14x 14(4.3x4.3) [15(68) 175(79) 17(64.3) 18.1(1.24) 16x 16(4.9x4.9) 1155(68) 175(79) 20(75.7) Finishes" Standard Finishes Sprinkler Fl, F2, FP Escutcheons Bronze Brass Chrome Plated Bright Chrome Plated White Polyester Coated White Painted Special Application Finishes Sprinkler Fl, F2, Escutcheons Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome ' Other finishes and colors are available on special order. Consult factory for details. Maintenance Model El Res 49, Fl Res 58, Fl Res 76, Fl Res 44 and El Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model FIRES 49 Residential Sprinkler Specifications Model Fl Res 49 & 58 Pendent Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8' maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 49 & 58, SIN R3516 & R3513 (Bulletin 135). Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Model Fl Res 49 & 58 Recessed Pendent/FI, Model Fl Res 49 & 58 Recessed Pendent/F2, Model Fl Res 49 & 58 Recessed Pendent/FP Sprinklers shall be [CULus Listed] [New York City MEA Approved (258-93-E)} low flow residential recessed pendent sprinklers enginered to provide a minimum design density of 0.05 gprrilft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 49 & 58 Recessed PendentJFl] [Model El Res 49 & 58 Recessed PendentjF2] [Model Fl Res 49 & 58 Recessed Pendent/EP] SIN R3516 & R3513 (Bulletin 135). 10. Model F1 Res 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation stndard. Where pen dent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shell coiisistof a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall .b.e a push-on and thread-off design ailowin a ½" cover glete adjustment. Cover plate temperature rating shall be 135°F (57°C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 49 & 58 CCP, SIN R3516 & R3513 (Bulletin 135). Model FiRES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New Yok Cfy MEA Approved (258 93 E)] low flow residential horizontal sidewall sprinklers engineered to provide a rmnrrium design density of 0 105 gprn/ft2 over the listed covernge area. Listed flows as specified by the manufacturers technical data sheets are to he used. Residential sprinklers shall be installed in conformance with the manufacturers instaiiation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water :seal. assembly shall: consist of a Teflon-coated Belleville: spring washer and top-loaded extruded cup with 8 m glass bulb containing no plastic parts, and having a temperature rating of [155°F. (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White POlyester] [Speoial finish- specify]. Residential horizontal sidewafl sprinklers shall be Reliable Model Fl Res 40 SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be asteel, two-piece escutcheon with ½" adjustment (Model 172). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sdewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler.' Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). A Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/f( over the listed coverage area. Listed flows as specified by the manufacturers technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3A" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed Pendent/Fl, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineerd to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3%" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/F1] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/EP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpmlft2 over the listed coverage area. Listed flows as specified by. the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model El Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United Stales, Canada and foreign countries. Manufactured by ani The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 corporate Offices www.reliablesprinkler.com Internet Address 0 Recycled - Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 6/07 P/N 9999970235 2/4 'r172' ' AutomatLc Sprinkler Systems - FORM 2-J Contractor's Material and Test Certificate for Aboveground Piping ____ Property NrnvqtAJ L 0 tYAddr T4T 4'" '' Procedure Upon completion of work, Inspection and tests shall be made by the contractor's representative arid witnessed by an owner's representative. All defect shall be corrected and the system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representaUves. Copies shall be prepared for approving autjiori- ties, owners, and contractors. It Is understood that the o'rier's representative's signature In no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements of local ordinances. Plans Accepted by approving authority's name(s)] Mdress. Installation conforms to accepted plans? es 0 No Equipment used Is approved? es 0 No If no, explain deviations. lñstrucUons Has person In charge of fire equipmnt been Instructed as to IocitIori of control valves OYes and care and maintenance of this new equipment? 0 No If no, explain. I-lava copies of appropriate Instructions and care and maintenance charts and NFPA 13 been left 0 on premises? S Yes No if no, explain. Location of system Supplies building(s) Sprinkkrs+AW IsIL,P' Year of Orifice Temperature Make Model Manufacture Size Quantity RatIng - cL'iA..&ir ( fPec .4' .. ______ h- z f7 Pipe and Fittings -. Pipe conforms to JA_L- 3i- standard 'Yes 0 No llttlng5 conform to iL t' t -sthndard i'Yes El No If no, explain. PACC 1 of 3 Copyright 0 2000 National Fire Protection Association FORM 2-1. Automatic Sprinkler System %Y Contractor's Material and Test Certificate for Abovegröund Piping 'cont) Abrm Valve or Flow Indicator Alarm Device - MaximUm Time to Operate Through Test Pipe Type Make Model Mm, Sec. ---- -- .....-.- --...............--- Dry Pipe Operating Test . Dry Valve Q.O.D. -- I Make - Model Serial No Make Model Serial No - Time to Trip . Trip Point Time Water Alarm Through Water Air Air Reached Opereted Test Pipes' Pressure Pressure Pressure Test OutletA Properly Mm. S, Psi (Bar) - Psi (Bar) Psi (Bar) Mm. see, Yes No - Without. Q.O.D. With Q.O.D. If no, explain. Deluge and Preaction Valves - (A Operation 0 Pneumatic EJ Electric Hydraulic Piping st.lpeN.lsecl? 0 Yes 0 No Detecting media supervised? 0 Yes 0 No Is there an accessible facility in each circuit for tetlng? . 0 Yes 0. No If no, explain. Does each circuit 0PArztO Does each circuit Maximum Time to supervision losS alarm? operate valve release? Operate Re1tEJSe Yes No Yes No Make Model Miri, Sec. Test Description HYDROSTATIC, Hydrostatic tests shall be made at riot less then 200 psi (13.6 bar) for two hours or 50 psi (34 bar) above static pressure in excess of 150 psI (10.2 bar) for two hours. Differential dry pipe valve clappers shall be left open during test to prevent damage. All abovground piping leakage shall be stopped, FLUSH/NC: Plow the required rate until water Is dear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow.offs. Flush at flows not less than 400 gprn (1514 L/rnln) for 44. (102mm) pipe, 600 gpm (2271 L/mln) for S-in, (127-mm) pipe, 70 gpm (2839 1/mm) for 6-sri. (15Z-mm) pipe, 1000 gpm (385 Llmtn) for 8-in. (203-mm) pipe, 1500 gpm (5678 L/min) for 10-in. (254-mm) pipe and 2000 gpm (7570 L/mln) for 12-in (305-mm) pipe. When supply cannot produce stipulated flow rates, obtain maxlrncim available. 'Measured from time inspector's test pipe is opened. - ,. PACE 2 of - Copyright Q 2000 National fie Protection Association 3/4 Automatic Sprinkler Systems F9R IIIIW Contractor's Material and Test. Certificate for Aboveground Piping 'cont,) Test Description (cont) FN1JMATIC: Establish 40 psi (2.7 bar) air pressure and measure drop, which shli not exceed .11/2 psi (0.1 bar) In 24 hours. Test pressure tanks at normal. water level and air pressure and measure air pressure drop, which shall not exceed 11/2, psi (0.1 bar) In 24 hours. - - Tests All piping hydrostatically tested at — psi (bar) for - hrs. Dry piping pneumatically tested? 0 Yes 0 No Equipment operates properly? 'es 0 No If no, state reason. S S Drain test-4Read1ng of gauge located rear water supply test pipe tatic pressure., psi (bar) Drain test-...Besidual pressuYe with valve In test pipe open wide: _____ psi (bar) Underground mains and lead-in connections to system risers flushed be re corit ctlons made to sprinkler piping Verified by copy f the U Form Na. 8$B l"Yes 0 No, 0 Other Flushed by installer of uridergrotind sprinkler piping 9<(es 0 No 0 Other If other, explain, Blank Testing Gaskets Number used. . Locations . -- —. Number removed S . Welding Welded piping? 0 Yes 0 No If yes, Do you cattily as the sprinkler contractor that welding procedures comply with the requirements of at least AWS DI 03, Level AR-3? . C] Yes NO Do you terrIfy that the welding was .pecfomiecl by welders quafified in corn- pliance with the requirements of at least AWS Dl 0,9, Level AR.37 . 0 Yes 0 No Do you certify that welding was carried out in compliance with a documented quality control procedure to insure that all discs are retrieved, that opnlngs in piping are smooth, that slag and other weldIng residue are removed, and that the internal diameters of piping are not penetrated? 0 Yes 0 No Hydraulic Data Nameplate Nameplate provided? eYes 0 No if no, explain. Remarks . ,. Date left in. service with all control valves open; Sprinkler Contractor /itl,t/0/4 V& f7i 7V2,-7776)4/ 'Signatures of Test Witnesses For property owner (signed) ." 5- . Ttle,b 4'(- .. Date Jt7/6 i For sprinkler contractor (signed) ._-- Tide ?'' 16i- Date 4/4 Copyright 0 2000 National Fire Protection AsocIatlon Fire Prevention Division 1635 Faraday Avenue, Carlsbad CA 92008 Phone (760) 602-4666 Fax (760) 602-8561 FAX TRANSMITTAL ----------- ------ ------------------------------------------- - - - - - - - - - - - - - - - DATE: TOTAL OF PAGES L.7 It TO: ___ FROM: COMPANY;___________________ FAX NO: 17 FAX NO: (760) 602-8561 PHONE NO: PHONE NO: COMMENTS I I 7 fl FOR YOUR INFORMATION INFORMATION YOU REQUESTED LIJ PLEASE REVIEW AND ADVISE PLEASE COMMENT E REPLY REQUESTED BY IF A PROBLEM OCCURS DURING THIS TRANSMISSION, PLEASE C A L L 6 0 2 - 4 6 6 5 . Innovative ,'1ire Protection 1 419200 FACSIMILE TRANSMITTAL SHEET FIRM NAME: C ca4-Sf) p> ATTENTION: FAX NUMBER: ,ot— E3( REFERENCE: SENDER:_______________ TIME: DATE: ____ TOTAL # OF PAGES (flCLUOING COVER SHEET):.j COMMENTS IQ yoJ Z-GçT. - ......, ..-. - THANK YOU, INNOVATIVE FIRE PROTECTION, INC. ILfl 'flø 405 Vernon Way License# Phone 6195938200 El Cajon, CA 92020 C-16-711148 Fax 619-5939133