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HomeMy WebLinkAbout1350 POINSETTIA LN; ; AS140284; PermitUlty 01 Uarlsbad Sprinkler Permit Job Address: 1350 POINSETTIA LN Permit Type: SPRINK Parcel No: 2150704900 Lot #: 0 Permit No: AS140284 Status: ISSUED Applied 11/4/2014 Approved: 11/9/2014 Issued: 11/9/2014 Inspector: NORTH COAST CALVARY CHAPEL DESIGN AND INSTALLATION OF AN AUTOMATIC WET FIRE SPRINKLER SYSTEM FOR A CHAPEL BLDG. TYPE OF CONSTRUCTION: UNOBSTRUCTED, NON OR LIMITED COMBUSTIBLE. DSIGN, FABRICATION AND INSTALLATION OF FIRE PROTECTIONS SYTEM SHALL BE IN ACCORDANCE WITH 2013 NFPA #13 AND AHJ CODES AND STANDARDS. THE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY DESIGNED IN ACCORDANCE WITH NFPA #13 FOR LIGHT HAZARD OCCUPANCY. ALL MATERIALS SHALL BE NEW AND UL LISTED AND/OR FM APPROVED FOR FIRE SPINKLER SYSTEM. Reference No.: PC #: Project Title Applicant: Owner: ARIA FIRE SYSTEMS INC CALVARY CHAPEL -NO COAST 6740 FALLBROOK AV WEST HILLS, CA 91307 1330 POINSETTIA LN CARLSBAD CA 818-921-7778 Fees ($) Add'l Fees ($) Total ($) Balance ($) 1,573 0 1,573 0 Aa M-oik page 1 of 1 UNITED FIRE PROTECTION SERVICE WATER AVAILABILITY REPORT Testing company: United Fire Protection Svc Contractor: Aria Fire Systems, Inc. P.O. Box 14081 6740 Fallbrook Ave. #103 Van Nuys, CA 91409 West Hills, CA 91307 Ph. 818-968-6000 818-92 1-7778ph. 818-206-8693fax Fx. 818-780-7133 kurosh@ariafire.com Licence A0483 Contact: Kurosh Saheli Project Name: North Coast Calvary Project Address: 1350 Poinsettia Lane Carlsbad, CA 92011 PrJect Description: School/Church building Static Pressure lOOpsi Read from hydrant S/E of New Const. Residual Pressure 95ps1 Read from hydrant S/E of NewConst. Diameter of Outlet Tested 2.5 Flowed hydrant West of New Const. Pitot Reading 80psl Flowed hydrant West of New Const. Outlet Flowing 1501gpm Flowed hydrant West of New Const. Total Projected Flow @ 20ps1. 6707gpm based on Hazen-Wllllams Formula NOTE** All hydrant flow tests are calculated at 20ps1. Test was performed during the hours of 10:00am and 10:20am with construction activity, on 8/22/2014 Performed By: Frank Ponce HYDRAULIC CALCULATIONS FOR NORTH COAST CALVARY CHAPEL 1350 POINSETTIA LANE, CARLSBAD, CA 92011 L 1N@HAPE4L LIM"BE -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: '2OTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: LIGHT HAZARD .10 gpm/sq. ft. 1950 SQ. FT. 140 SQ.FT. 23 sprinklers 548.5 gpm 648.5 gpm 548.5 gpm @ 75.4 psi 1/2 inch ARIA FIRE SYSTEMS, INC. K. S. CARLSBAD FIRE DEPARTMENT 977623 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38031916 MRS SYSTEMS, INC. AS 140284 These plans have been reviewed or iparenl coillailce wids the Cut, em applicable codes and standards ill mice in the ui'isdiclion. Flie owiiei or contractor Illay ut;li,e tliv rertco in sUl)pott of an application bC LI bIIIIdIIIg perittit with the express tindelstllidllig thal this teview in ito way eliex es he oxx'iier or contractor or their poilessitial etigitteet or arclulect or sole responsibility liii lull cintpllin:e with said rides and standards. itciuling the building code or tot any responstbiltv lot deficiencies. coin. tininslons or nettliience in these Plans whether or not noted in illis review. .iIei(3/ (jq Rcviewer/ RECOMMEND APPROVAl. 0 RECOiilMENI) APPROVAl. AS NOTED 0 0 0 r- 0 0 (,-) CO L1) 0 c-i 4-1 -ci a) C 0 C. N 0 N w 0 H 44 04 U) 0 C 0 ('4 U) ci) r4 U) 04 C/) 0 H C U). z.. >4J ø4J ØU) C/) I:rl '4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/29/2014 C:\PROGRAM FILES\CALVERYCOAST2.SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel "4 N O 0 C 0 0 C C 0 C C C C I O 0) CD ' ('4 QU)r4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/29/2014 C:\PROGRAM FILES\CALVERYCOAST2 . SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel .NFPA 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 90.0 20.0 6707.0 89.1 648.5 83.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 648.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 548.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1' -3.0 SOURCE 83.5 548.5 2 -3.0 - - - - 82.8 3 -3.0 - - - - 77.8 - - - 4 -3.0 - - - - 75.4 - - - 5 11.0 - - - - 67.4 - - - 5A 12.0 - - - - 63.4 - - - SB 12.0 - - - - 56.3 - - - SC 12.0 - - - - 51.7 - - - 5D 12.0 - - - - 48.2 5E 12.0 - - - - 45.7 SF 12.0 - - - - 44.8 - - - 6 12.0 - - - - 43.0 - - - 7 13.0 - - - - 41.3 - - - 8 13.0 - - - - 34.0 - - - 9 13.0 - - - - 26.9 10 23.0 - - - - 17.4 - - - 11 23.0 - - - - 13.4 - - - 12 23.0 K= 5.60 13.0 20.2 13 23.0 ---- 12.3 14 23.0 - - - - 11.1 - - - 15 23.0 K= 5.60 11.0 18.6 16 23.0 - - - - 10.6 17 23.0 K= 5.60 10.5 18.1 18 23.0 - - - - 10.4 - - 19 24.0 K= 5.60 9.2 16.9 20 28.0 K= 5.60 7.2 15.0 21 24.0 K= 5.60 9.3 17.1 22 28.0 K= 5.60 7.3 15.1 23 24.0 K= 5.60 9.7 17.5 24 28.0 K= 5.60 7.7 15.6 25 24.0 K= 5.60 10.8 18.4 26 28.0 K= 5.60 8.8 16.6 27 24.0 K= 5.60 11.3 18.8 28 28.0 K= 5.60 9.2 17.0 29 12.0 - - - - 51.9 - - - NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 .DATE: 10/29/2014 1 C:\PROGRAM FILES\CALVERYCOAST2.SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 30 12.0 - - - - 47.7 - - - 31 12.0 - - - - 44.5 - - - 32 12.0 - - - - 42.2 - - - 33 12.0 - - - - 41.6 34 23.0 - - - - 33.7 - - - 35 24.0 K= 5.60 29.1 30.2 36 28.0 K= 5.60 26.6 28.9 37 23.0 - - - - 33.8 38 24.0 K= 5.60 32.4 31.9 39 28.0 K= 5.60 29.8 30.6 40 23.0 - - - - 35.9 41 24.0 K= 5.60 34.5 32.9 42 28.0 K= 5.60 31.8 31.6 43 23.0 - - - - 38.8 44 24.0 K= 5.60 37.3 34.2 45 28.0 K= 5.60 34.5 32.9 46 23.0 - - - - 42.7 - - - 47 24.0 K= 5.60 41.0 35.9 4b 28.0 K= 5.60 38.2 34.6 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/29/2014 C:\PROGRA14 FILES\CALVERYCOAST2.SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 E:22.4 15.00 150 0.7 1 -3.0 83.5 548.5 3 6.000 T:47.9 75.04 0.0 2 -3.0 82.8 548.5 6.134 G: 4.8 90.04 0.007 0.7 Pipe: 2 0.0 Fixed Pressure Loss Device 2 -3.0 82.8 548.5 4 5.0 psi, 548.5 gpm 3 -3.0 77.8 548.5 Pipe: 3 0.0 0.0 159.00 150 2.4 3 -3.0 77.8 548.5 5 6.000 8E178.8 178.82 0.0 4 -3.0 75.4 548.5 6.134 337.82 0.007 2.4 Pipe: 4 0.0 0.0 14.00 120 7.9 4- -3.0 75.4 548.5 5A 4.000 E:13.9 16.72 -6.1 5 11.0 67.4 548.5 4.310 G: 2.8 30.72 0.061 1.9 Pipe: 5 0.0 0.0 31.00 120 4.0 5 11.0 67.4 548.5 5B 4.000 2E:27.9 27.87 -0.4 5A 12.0 63.4 548.5 4.310 58.87 0.061 3.6 Pipe: 6 0.0 70.5 29 12.00 120 7.1 5A 12.0 63.4 478.0 5C 2.500 ---- 0.00 0.0 SB 12.0 56.3 548.5 2.703 12.00 0.593 7.1 Pipe: 7 0.0 67.1 30 10.00 120 4.6 SB 12.0 56.3 410.9 SD 2.500 ---- 0.00 0.0 SC 12.0 51.7 478.0 2.703 10.00 0.460 4.6 Pipe: 8 0.0 64.5 31 10.00 120 3.5 SC 12.0 51.7 346.5 SE 2.500 ---- 0.00 0.0 SD 12.0 48.2 410.9 2.703 10.00 0.347 3.5 Pipe: 9 0.0 62.5 32 10.00 120 2.5 SD 12.0 48.2 284.0 SF 2.500 ---- 0.00 0.0 SE 12.0 45.7 346.5 2.703 10.00 0.253 2.5 Pipe: 10 0.0 59.0 33 5.00 120 0.9 SE 12.0 45.7 225.0 6 2.500 ---- 0.00 0.0 SF 12.0 44.8 284.0 2.703 5.00 0.175 0.9 Pipe: 11 0.0 0.0 7.00 120 1.9 SF 12.0 44.8 225.0 7 2.500 E: 9.3 9.33 0.0 6 12.0 43.0 225.0 2.703 16.33 0.114 1.9 Pipe: 12 0.0 0.0 1.00 120 1.6 6 12.0 43.0 225.0 8 2.500 E: 9.3 9.33 -0.4 7 13.0 41.3 225.0 2.703 10.33 0.114 1.2 Pipe: 13 0.0 0.0 55.00 120 7.3 7 13.0 41.3 225.0 9 2.500 E: 9.3 9.33 0.0 8 13.0 34.0 225.0 2.703 64.33 0.114 7.3 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/29/2014 C:\PROGRAM FILES\CALVERYCOAST2.SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 0.0 2.50 120 7.1 8 13.0 34.0 225.0 10 2.000 E: 6.8 20.46 0.0 9 13.0 26.9 225.0 2.203 T:13.6 22.96 0.309 7.1 Pipe: 15 0.0 0.0 10.00 120 9.5 9 13.0 26.9 225.0 11 2.000 E: 6.8 6.82 -4.3 10 23.0 17.4 225.0 2.203 16.82 0.309 5.2 Pipe: 16 0.0 35.8 27 6.00 120 4.0 10 23.0 17.4 189.2 12 2.000 E: 6.8 6.82 0.0 11 23.0 13.4 225.0 2.203 12.82 0.309 4.0 5.60 20.2 Disch Pipe: 17 0.0 2.00 120 0.4 11 23.0 13.4 169.0 13 2.000 ---- 0.00 0.0 12 23.0 13.0 189.2 2.203 2.00 0.224 0.4 Pipe: 18 0.0 35.0 25 4.00 120 0.7 12 23.0 13.0 133.9 14 2.000 ---- 0.00 0.0 13 23.0 12.3 169.0 2.203 4.00 0.182 0.7 Pipe: 19 0.0 33.1 23 10.00 120 1.2 13 23.0 12.3 100.9 15 2.000 ---- 0.00 0.0 14 23.0 11.1 133.9 2.203 10.00 0.118 1.2 5.60 18.6 Disch Pipe: 20 0.0 1.00 120 0.1 14 23.0 11.1 82.3 16 2.000 ---- 0.00 0.0 15 23.0 11.0 100.9 2.203 1.00 0.070 0.1 Pipe: 21 0.0 32.2 21 9.00 120 0.4 15 23.0 11.0 50.1 17 2.000 ---- 0.00 0.0 16 23.0 10.6 82.3 2.203 9.00 0.048 0.4 Pipe: 22 5.60 18.1 Disch 5.50 120 0.1 16 23.0 10.6 31.9 18 2.000 ---- 0.00 0.0 17 23.0 10.5 50.1 2.203 5.50 0.019 0.1 Pipe: 23 0.0 0.0 5.00 120 0.0 17 23.0 10.5 31.9 19 2.000 ---- 0.00 0.0 18 23.0 10.4 31.9 2.203 5.00 0.008 0.0 Pipe: 24 5.60 16.9 Disch 5.00 120 1.3 18 23.0 10.4 15.0 20 1.250 T: 6.8 6.80 -0.4 19 24.0 9.2 31.9 1.416 11.80 0.072 0.8 Pipe: 25 5.60 15.0 Disch 14.00 120 2.0 19 24.0 9.2 0.0 1.250 ---- 0.00 -1.7 20 28.0 7.2 15.0 1.416 14.00 0.018 0.2 Pipe: 26 5.60 17.1 Disch 5.00 120 1.3 16 23.0 10.6 15.1 22 1.250 T: 6.8 6.80 -0.4 21 24.0 9.3 32.2 1.416 11.80 0.073 0.9 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/29/2014 C:\PROGRAM FILES\CALVERYCOAST2.SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 27 5.60 15.1 Disch 14.00 120 2.0 21 24.0 9.3 0.0 1.250 ---- 0.00 -1.7 22 28.0 7.3 15.1 1.416 14.00 0.018 0.3 Pipe: 28 5.60 17.5 Disch 5.00 120 1.3 14 23.0 11.1 15.6 24 1.250 T: 6.8 6.80 -0.4 23 24.0 9.7 33.1 1.416 11.80 0.077 0.9 Pipe: 29 5.60 15.6 Disch 14.00 120 2.0 23 24.0 9.7 0.0 1.250 ---- 0.00 -1.7 24 28.0 7.7 15.6 1.416 14.00 0.019 0.3 Pipe: 30 5.60 18.4 Disch 5.00 120 1.4 13 23.0 12.3 16.6 26 1.250 T: 6.8 6.80 -0.4 25 24.0 10.8 35.0 1.416 11.80 0.085 1.0 Pipe: 31 5.60 16.6 Disch 14.00 120 2.0 25 24.0 10.8 0.0 1.250 ---- 0.00 -1.7 26 28.0 8.8 16.6 1.416 14.00 0.021 0.3 Pipe: 32 5.60 18.8 Disch 6.00 120 2.2 11 23.0 13.4 17.0 28 1.250 2T:13.6 13.60 -0.4 27 24.0 11.3 35.8 1.416 19.60 0.089 1.7 Pipe: 33 5.60 17.0 Disch 14.00 120 2.0 27 24.0 11.3 0.0 1.250 ---- 0.00 -1.7 28 28.0 9.2 17.0 1.416 14.00 0.022 0.3 Pipe: 34 0.0 0.0 4.00 120 4.4 5B 12.0 56.3 70.5 46 1.250 E: 3.4 10.20 0.0 29 12.0 51.9 70.5 1.416 T: 6.8 14.20 0.310 4.4 Pipe: 35 0.0 0.0 4.00 120 4.0 5C 12.0 51.7 67.1 43 1.250 E: 3.4 10.20 0.0 30 12.0 47.7 67.1 1.416 T: 6.8 14.20 0.283 4.0 Pipe: 36 0.0 0.0 4.00 120 3.7 5D 12.0 48.2 64.5 40 1.250 E: 3.4 10.20 0.0 31 12.0 44.5 64.5 1.416 T: 6.8 14.20 0.263 3.7 Pipe: 37 0.0 0.0 4.00 120 3.5 5E 12.0 45.7 62.5 37 1.250 E: 3.4 10.20 0.0 32 12.0 42.2 62.5 1.416 T: 6.8 14.20 0.248 3.5 Pipe: 38 0.0 0.0 4.00 120 3.2 SF 12.0 44.8 59.0 34 1.250 E: 3.4 10.20 0.0 33 12.0 41.6 59.0 1.416 T: 6.8 14.20 0.224 3.2 Pipe: 39 0.0 0.0 11.00 120 8.0 33 12.0 41.6 59.0 35 1.250 E: 3.4 3.40 -4.8 34 23.0 33.7 59.0 1.416 14.40 0.224 3.2 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 ,DATE: 10/29/2014 C:\PROGRAN FILES\CALVERYCOAST2.SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 40 0.0 0.0 11.00 120 8.3 32 12.0 42.2 62.5 38 1.250 E: 3.4 3.40 -4.8 37 23.0 33.8 62.5 1.416 14.40 0.248 3.6 Pipe: 41 0.0 0.0 11.00 120 8.6 31 12.0 44.5 64.5 41 1.250 E: 3.4 3.40 -4.8 40 23.0 35.9 64.5 1.416 14.40 0.263 3.8 Pipe: 42 0.0 0.0 11.00 120 8.8 30 12.0 47.7 67.1 44 1.250 E: 3.4 3.40 -4.8 43 23.0 38.8 67.1 1.416 14.40 0.283 4.1 Pipe: 43 0.0 0.0 11.00 120 9.2 29 12.0 51.9 70.5 47 1.250 E: 3.4 3.40 -4.8 46 23.0 42.7 70.5 1.416 14.40 0.310 4.5 Pipe: 44 5.60 30.2 Disch 5.00 120 4.6 34 23.0 33.7 28.9 36 1.250 2T:13.6 13.60 -0.4 35 24.0 29.1 59.0 1.416 18.60 0.224 4.2 Pipe: 45 5.60 28.9 Disch 13.00 120 2.5 35 24.0 29.1 0.0 1.250 ---- 0.00 -1.7 36 28.0 26.6 28.9 1.416 13.00 0.059 0.8 Pipe: 46 5.60 31.9 Disch 4.00 120 1.4 37 23.0 33.8 30.6 39 1.250 ---- 0.00 -0.4 38 24.0 32.4 62.5 1.416 4.00 0.248 1.0 Pipe: 47 5.60 30.6 Disch 13.00 120 2.6 38 24.0 32.4 0.0 1.250 ---- 0.00 -1.7 39 28.0 29.8 30.6 1.416 13.00 0.066 0.9 Pipe: 48 5.60 32.9 Disch 4.00 120 1.5 40 23.0 35.9 31.6 42 1.250 ---- 0.00 -0.4 41 24.0 34.5 64.5 1.416 4.00 0.263 1.1 Pipe: 49 5.60 31.6 Disch 13.00 120 2.6 41 24.0 34.5 0.0 1.250 ---- 0.00 -1.7 42 28.0 31.8 31.6 1.416 13.00 0.070 0.9 Pipe: 50 5.60 34.2 Disch 4.00 120 1.6 43 23.0 38.8 32.9 45 1.250 ---- 0.00 -0.4 44 24.0 37.3 67.1 1.416 4.00 0.283 1.1 Pipe: 51 5.60 32.9 Disch 13.00 120 2.7 44 24.0 37.3 0.0 1.250 ---- 0.00 -1.7 45 28.0 34.5 32.9 1.416 13.00 0.076 1.0 Pipe: 52 5.60 35.9 Disch 4.00 120 1.7 46 23.0 42.7 34.6 48 1.250 ---- 0.00 -0.4 47 24.0 41.0 70.5 1.416 4.00 0.310 1.2 I 6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 .DATE: 10/29/2014 C:\PROGRAM FILES\CALVERYCOAST2.SDF JOB TITLE: North Coast Calvary Chapel, Main Chapel .Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Fe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 53 5.60 34.6 Disch 13.00 120 2.8 47 24.0 41.0 0.0 1.250 ---- 0.00 -1.7 48 28.0 38.2 34.6 1.416 13.00 0.083 1.1 NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 38031916 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 0.124 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 30.7 ft/sec at pipe 6. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 89.01 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 1.416 3.40 6.80 2.27 7.94 6.80 1.13 11.34 11.34 6.80 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.134 14.79 31.70 9.51 33.81 10.57 3.17 29.59 29.59 31.70 ARIA FIRE SYSTEMS, INC. HYDRAULIC CALCULATIONS FOR NORTH COAST CALVARY CHAPEL 1350 POINSETTIA LANE, CARLSBAD, CA 92011 2ND. FLOOR I, SEPT. 2014 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: LIGHT HAZARD .10 gpm/sq. ft. 900 SQ. FT. 160 SQ.FT. 12 sprinklers 218.5 gpm 318.5 gpm 218.5 gpm @ 74.2 psi 1/2 inch ARIA FIRE SYSTEMS, INC. K. SAHELI CARLSBAD FIRE DEPT. 977623 C-16 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE R031916 HRS SYSTEMS, INC. AS 140284 These plaits have been reviewed for apparent compliance - - - whIr ihe current applicable codes and suiridaiclr in force in Ihe iirkrlieiion. The owner or colliraclor may uirliie IhIN re \'lr\\ iii support ol an application toi' zi building xrrnrl lhe e \press u11der51and111g that Illis revieic in ito war relieses ilie owner or conlracilir or their prolessioral engineer or architect for sole responsibility icr lull coilipliance with said circles mid standards. iircludiirii the building code or for any responsibilly for iletrciericies. errors. Olilissions or nermliirence ill these plans whether or noi noted in i iiis review. Date: /4A Reviewer: 'RECI)MMENI) APPROVAL 0 RECOMMEND APPROVAL. AS NOTED 0 0 0 r- 0 0 (Y) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 .DATE: 9/29/2014 C:\PROGRAM FILES\CALVERYCOAST.SDF JOB TITLE: North Coast Calvary Chapel, 2nd. Flr. / aww 0 p a) 000 LU WLO C!) .>,.0 U) ,-1c4-) U)r1 U),-0.ra(13 a) (n o(nQE a) 0) a) Q. a) U) .0 c: w-- -iwEa Z -1U) )Oa)H - .Q 04 a)04 I4).,-4 HI!) -r1LOO>, i(-c!)cfl m. 0'• - I I N N C> 0 0 0 0 0 0 0 0 0 0 0 0 0 t10 'T N H P1)U)U)1r) —QU)-H---- E 0 N 0 N 0 I:u U) 04 0 0 N U) a) --1 U, 04 U) 0 IH 0 U). >o l-1cT FCC z.. 1 - >.l4J I-:lR ø4J Q4 C1) U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 ,,DATE: 9/29/2014 C:\PROGRAN FILES\CALVERYCOAST.SDF JOB TITLE: North Coast Calvary Chapel, 2nd. Fir. NFPA 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 90.0 20.0 6707.0 89.8 318.5 79.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 318.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 218.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1- -3.0 SOURCE 79.8 218.5 2 -3.0 - - - - 79.6 - - - 3 -3.0 - - - - 74.6 4 -3.0 - - - - 74.2 - - - 5 11.0 - - - - 67.8 - - - 5A 17.0 - - - - 59.8 - - - 6 17.0 - - - - 53.0 7 13.0 - - - - 53.3 - - - 8 13.0 - - - - 35.2 - - - 9 26.0 - - - - 27.1 - - - 10 26.0 - - - - 26.3 - - - 11 26.0 - - - - 19.9 - - - 12 26.0 - - - - 18.5 - - - 13 26.0 - - - - 18.1 - - - 14 27.0 - - - - 14.4 - - - 15 27.0 - - - - 13.3 16 27.0 - - - - 13.0 27.0 K= 5.60 12.0 19.4 n 18,- 17 27.0 K= 5.60 11.7 19.2 27.0 K= 5.60 8.9 16.7 27.0 K= 5.60 8.2 16.0 /213 27.0 K= 5.60 12.3 19.6 27.0 K= 5.60 12.0 19.4 27.0 K= 5.60 9.1 16.9 12j 27.0 K= 5.60 8.4 16.2 25 27.0 K= 5.60 13.3 20.4 26 27.0 K= 5.60 12.9 20.1 27 27.0 K= 5.60 9.9 17.6 28 27.0 K= 5.60 9.0 16.8 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/29/2014 C:\PROGRAN FILES\CALVERYCOAST.SDF JOB TITLE: North Coast Calvary Chapel, 2nd. Fir. NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 E:22.4 15.00 150 0.1 1 -3.0 79.8 218.5 3 6.000 T:47.9 75.04 0.0 2 -3.0 79.6 218.5 6.134 G: 4.8 90.04 0.001 0.1 Pipe: 2 0.0 Fixed Pressure Loss Device 2 -3.0 79.6 218.4 4 5.0 psi, 218.4 gpm 3 -3.0 74.6 218.4 Pipe: 3 0.0 0.0 159.00 150 0.4 3 -3.0 74.6 218.4 5 6.000 8E178.8 178.82 0.0 4 -3.0 74.2 218.4 6.134 337.82 0.001 0.4 Pipe: 4 0.0 0.0 14.00 120 6.4 4. -3.0 74.2 218.4 5A 4.000 E:13.9 16.72 -6.1 5 11.0 67.8 218.4 4.310 G: 2.8 30.72 0.011 0.3 Pipe: 5 0.0 0.0 31.00 120 8.0 5 11.0 67.8 218.4 6 2.500 2E:18.7 18.65 -2.6 5A 17.0 59.8 218.4 2.703 49.65 0.108 5.4 Pipe: 6 0.0 0.0 54.00 120 6.8 5A 17.0 59.8 218.4 7 2.500 E: 9.3 9.33 0.0 6 17.0 53.0 218.4 2.703 63.33 0.108 6.8 Pipe: 7 0.0 0.0 4.00 120 0.3 6 17.0 53.0 218.4 8 2.500 E: 9.3 9.33 1.7 7 13.0 53.3 218.4 2.703 13.33 0.108 1.4 Pipe: 8 0.0 0.0 121.00 120 18.1 7 13.0 53.3 218.4 9 2.500 5E:46.6 46.63 0.0 8 13.0 35.2 218.4 2.703 167.63 0.108 18.1 Pipe: 9 0.0 0.0 13.00 120 8.0 8 13.0 35.2 218.4 10 2.500 E: 9.3 9.33 -5.6 9 26.0 27.1 218.4 2.703 22.33 0.108 2.4 Pipe: 10 0.0 0.0 8.00 120 0.9 9 26.0 27.1 218.4 11 2.500 ---- 0.00 0.0 10 26.0 26.3 218.4 2.703 8.00 0.108 0.9 Pipe: 11 0.0 75.0 14 59.00 120 6.4 10 26.0 26.3 143.4 12 2.500 ---- 0.00 0.0 11 26.0 19.9 218.4 2.703 59.00 0.108 6.4 Pipe: 12 0.0 72.1 15 10.50 120 1.4 11 26.0 19.9 71.3 13 2.000 ---- 0.00 0.0 12 26.0 18.5 143.4 2.203 10.50 0.134 1.4 Pipe: 13 0.0 0.0 11.00 120 0.4 12 26.0 18.5 71.3 16 2.000 ---- 0.00 0.0 13 26.0 18.1 71.3 2.203 11.00 0.037 0.4 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/29/2014 C:\PROGRAI4 FILES\CALVERYCOAST.SDF JOB TITLE: North Coast Calvary Chapel, 2nd. Flr. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 14 0.0 54.6 26 1.00 120 5.5 11 26.0 19.9 20.4 25 1.250 2T:13.2 13.23 -0.4 14 27.0 14.4 75.0 1.408 14.23 0.358 5.1 Pipe: 15 0.0 52.5 22 1.00 120 5.2 12 26.0 18.5 19.6 21 1.250 2T:13.2 13.23 -0.4 15 27.0 13.3 72.1 1.408 14.23 0.333 4.7 Pipe: 16 0.0 51.9 18 1.00 120 5.1 13 26.0 18.1 19.4 17 1.250 2T:13.2 13.23 -0.4 16 27.0 13.0 71.3 1.408 14.23 0.326 4.6 Pipe: 17 5.60 19.4 Disch 9.50 120 1.0 16 27.0 13.0 0.0 1.000 ---- 0.00 0.0 17 27.0 12.0 19.4 1.080 9.50 0.107 1.0 Pipe: 18 5.60 19.2 Disch 2.00 120 1.3 16 27.0 13.0 32.7 19 1.000 ---- 0.00 0.0 18 27.0 11.7 51.9 1.080 2.00 0.659 1.3 Pipe: 19 5.60 16.7 Disch 10.00 120 2.8 18 27.0 11.7 16.0 20 1.000 ---- 0.00 0.0 19 27.0 8.9 32.7 1.080 10.00 0.281 2.8 Pipe: 20 5.60 16.0 Disch 10.00 120 0.7 19 27.0 8.9 0.0 1.000 ---- 0.00 0.0 20 27.0 8.2 16.0 1.080 10.00 0.075 0.7 Pipe: 21 5.60 19.6 Disch 9.50 120 1.0 15 27.0 13.3 0.0 1.000 ---- 0.00 0.0 21 27.0 12.3 19.6 1.080 9.50 0.109 1.0 Pipe: 22 5.60 19.4 Disch 2.00 120 1.3 15 27.0 13.3 33.1 23 1.000 ---- 0.00 0.0 22 27.0 12.0 52.5 1.080 2.00 0.673 1.3 Pipe: 23 5.60 16.9 Disch 10.00 120 2.9 22 27.0 12.0 16.2 24 1.000 ---- 0.00 0.0 23 27.0 9.1 33.1 1.080 10.00 0.287 2.9 Pipe: 24 5.60 16.2 Disch 10.00 120 0.8 23 27.0 9.1 0.0 1.000 ---- 0.00 0.0 24 27.0 8.4 16.2 1.080 10.00 0.076 0.8 Pipe: 25 5.60 20.4 Disch 9.50 120 1.1 14 27.0 14.4 0.0 1.000 ---- 0.00 0.0 25 27.0 13.3 20.4 1.080 9.50 0.117 1.1 Pipe: 26 5.60 20.1 Disch 2.00 120 1.4 14 27.0 14.4 34.4 27 1.000 ---- 0.00 0.0 26 27.0 12.9 54.6 1.080 2.00 0.723 1.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 ,DATE: 9/29/2014 C:\PROGRA14 FILES\CALVERYCOAST.SDF JOB TITLE: North Coast Calvary Chapel, 2nd. Flr. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 27 5.60 17.6 Disch 10.00 120 3.1 26 27.0 12.9 16.8 28 1.000 ---- 0.00 0.0 27 27.0 9.9 34.4 1.080 10.00 0.308 3.1 Pipe: 28 5.60 16.8 Disch 10.00 120 0.8 27 27.0 9.9 0.0 1.000 ---- 0.00 0.0 28 27.0 9.0 16.8 1.080 10.00 0.082 0.8 NOTES (HASS) (1) Calculations were performed by the HASS 8.4 computer program under license no. 38031916 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.181 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.1 ft/sec at pipe 26. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 89.72 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 6.134 14.79 31.70 9.51 33.81 10.57 3.17 29.59 29.59 31.70 I