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HomeMy WebLinkAbout4839 NELSON CT; ; AS16001612/19/23,4:37 PM AS160016 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160016 Job Address: 4839 NELSON CT Permit Type: SPRINK Parcel No: 2081923100 Lot #: 101 Reference No.: Status: APPROVED Applied 1/25/2016 Approved: 1/25/2016 Issued: 1/25/2016 PC #: Inspector: Project Title: 4839 NELSON CT SFR: 2,950 SF LIV; 424 SF GARAGE; 60 SF PATIO Applicant: SYMONS FIRE PROTECTION SUITE R 1050 PIONEER WAY EL CAJON, CA 619-588-6364 Owner: Fees ($) Add'I Fees ($) Total ($) Balance ($) 213 0 213 0 about:blank 1/1 AS16001614839 NELSON CT A5160017 4843.NELSONCT AS16001814847 NELSON CT RCPTEI CARLSBAD FIRE DEPARTMENT PREVENTION DIVISION t 22 2O6 1635 FARADAY AVENUE I CARLSBAD CA 92008 - CAI' 760.602.4665 rm PAfTM1. 1' Construction Permit Application Form Name of Project: 11-1v Address of job site: ji 1 4ô'E) 4B21 Suite # Building Permit No: CB t b'l - or Project I. D.: .. LV Contractor Information t7 t r - - Company8 5b ame '%(Jy\' cw QtkecA-iô- b .. U Address I_2 i. flff r_U)iLCM lZ3ty i_Ct.\ on State _Zip Phone: 9IQ_Fax: _E-Maihfla& Contractor License Class and Number ('_- _1 _(,_O2_ Exp. Date: 11/_?,i_J_Ito, Do you currently have a business license on file with the Cffinf Cans ad? 'Weis'- r No No: 12.2.1_?g Name: \&ltj._<2Uin1.#1_Signature:k'.— Date: Submit plans and completed permit app ation to: CARLSBAD FIRE PREVENTION 1635 FARADAY AVENUE CARLSBAD, CA 92008-7314 (760) 602-4665 Fax: (760) 602-8561 firemail@carlsbadgpv Office Hours are: M-TH 7:30 a.m. - 5:30 p.m. PSI FRI 8:00a.m. - 5:00 p.m. PST To Schedule an Inspection: For inspections ONLY, please call (760) 602-4660, a minimum of twodays in advance. Calls will be returned by the end of the next business day. Inspection Hours are: 6:30 AM - 5:00 PM Re-inspection fees and Hydrant Flow Test fees must be paid at the above address prior to receiving an inspection. Inspection Personnel are prohibited by law from accepting payments in the field. All payments must be made at the address above. Plan Check status Inquiries: Allow at least 10 business days for plan review comments and/or approval. This office will contact you when the plans are approved / disapproved. Please include a self-addressed stamped envelope for mail return of plans. If after 10 business days you have not received a communication from our office, you may contact us at 760-602-4665, by FAX to 760-602-8561 or e-mail us at: firemail@canlsbadca.gov Revised 9/3/2014 2 sprinklers 26.0 gpm 31.0 gpm (5 gpm Hose STREAM 26.0 gpm @ 23.9 psi 4.9 JOBANNY ECHEVERRIA CRALSBAD FIRE DEPARTMENT. I SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR Fitt COpy THE RIDGE (PLAN 1) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-385-1 DATE: 12-17-15 -DESIGN DATA- These plans has e hell teviess cci for ar,parciu cr:l )III izcflce ss rib the current applicable codes :111(1 standards in Iiwcc in tire imisdmion. The owner cci col ciracucir may mutilm,e ilic rcvr1'w in support of an aplicallcrn or a hicildirro lxrircii nib lice cxjoress uurcicrst,u,d,Ile 111,11 thus les in ii rii no relies es he urn rue, or corciracicur or their pm olessuc cmiii Cileilicer or ardi,teci lr sik' resp,ruusih,lrtr or lull crinpimaicce with said cdes and standards. including Ille hsucIdc,mc euxle of. till any responsihih,y for c if) these RtC )slMFNl) AI'I1Rr IVAl OCCUPANCY CLASSIFICATION: R3 pnec lN1EcI) .'\l'lRr V.U.. ,.s nii: DENSITY: .05 gpm/256 sq. ft. ALL 5r5 AREA OF APPLICATION: 512 sq. ft. NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 4 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: 128 psi (-10% 115)psi RESIDUAL: 115 psi FLOW: 500 gpm WATER DEPARTMENT: CRALSBAD MUN.WATER DIST. 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA AS 160016 4839 NELSON CT AS160017 4843 NELSON CT AS160018 4847 NELSON CT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/17/2015 U:\HASS\15-385-1.SDF JOB TITLE: THE RIDGE (PLAN 1) - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 115.0 114.0 500.0 115.0 31.0 41.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 41.6 31.0 2 3.0 - - - - 30.6 3 3.0 - - - - 26.6 - - - 4 7.0 HOSE STREAM 23.9 5.0 5 13.0 - - - - 19.8 - - - 6 13.0 - - - - 17.1 - - - 7 15.0 - - - - 8.5 - - - 8 15.0 K= 4.90 7.0 13.0 9 15.0 - - - - 8.5 - - - 10 15.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/17/2015 U:\HASS\15-385-1.SDF JOB TITLE: THE RIDGE (PLAN 1) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.0 0.995 PL 30.00 PF 9.8 1 0.0 SRCE 41.6 (N/A) 12.8 150 FTG TG PE -1.3 2 3.0 0.0 30.6 0.0 0.250 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 30.6 0.0 4.0 psi, 31.0 gpm 3 3.0 0.0 26.6 0.0 Pipe: 3 31.0 1.610 PL 40.00 PF 1.0 3 3.0 0.0 26.6 0.0 4.9 150 FTG 1.0 PE -1.7 4 7.0 H.S. 23.9 5.0 0.024 TL 41.00 PV Pipe: 4 26.0 1.101 PL 6.00 PF 1.4 4 7.0 H.S. 23.9 5.0 8.8 150 FTG 7.0 PE -2.6 5 13.0 0.0 19.8 0.0 0.111 TL 13.00 PV Pipe: 5 26.0 1.101 PL 15.00 PF 2.8 5 13.0 0.0 19.8 0.0 8.8 150 FTG 10.0 PE 0.0 6 13.0 0.0 17.1 0.0 0.111 TL 25.00 PV Pipe: 6 12.4 0.874 PL 62.00 PF 7.7 6 13.0 0.0 17.1 0.0 6.6 150 FTG 28.0 PE -0.9 7 15.0 0.0 8.5 0.0 0.086 TL 90.00 PV Pipe: 7 13.6 0.874 PL 46.00 PF 7.7 6 13.0 0.0 17.1 0.0 7.3 150 FTG 29.0 PE -0.9 9 15.0 0.0 8.5 0.0 0.103 TL 75.00 PV Pipe: 8 13.0 0.874 PL 4.00 PF 1.4 7 15.0 0.0 8.5 0.0 7.0 150 FTG 11.0 PE 0.0 8 15.0 4.9 7.0 13.0 0.094 TL 15.00 PV Pipe: 9 -0.6 0.874 PL 15.00 PF 0.0 7 15.0 0.0 8.5 0.0 0.3 150 FTG 9.0 PE 0.0 9 15.0 0.0 8.5 0.0 0.000 TL 24.00 PV Pipe: 10 13.0 0.874 PL 4.00 PF 1.4 9 15.0 0.0 8.5 0.0 7.0 150 FTG 11.0 PE 0.0 10 15.0 4.9 7.0 13.0 0.094 TL 15.00 PV NOTES (HASS) (1) Calculations were performed by the HASS 8.5 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 'I * SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/17/2015 ti:\HASS\15-385-1.SDF JOB TITLE: THE RIDGE (PLAN 1) - 2 HEAD CALC 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 0.050 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 1. 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 114.98 psi compared to the minimum required pressure of 20.00 psi. 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 AimChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/17/2015 U:\HASS\15-385-1.SDF JOB TITLE: THE RIDGE (PLAN 1) - 2 HEAD CALC 5-7 HC'1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/17/2015 U:\HASS\15-385-1.SDF JOB TITLE: THE RIDGE (PLAN 1) - 2 HEAD CALC WATER SUPPLY CURVE 120+ 0\\\\\\\\\\\\\\\\\* <-114.0 psi @ 500 gpm I Flow Test Point 110+ 100+ SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR THE RIDGE (PLAN 1X) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-385-1X DATE: 12-17-15 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. ii AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 4 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: 512 sq. ft. 2 sprinklers 26.2 gpm 31.2 gpm (5 gpm Hose STREAM) 26.2 gpm @ 29.6 psi 4.9 JOBANNY ECHEVERRIA CRALSBAD FIRE DEPARTMENT. WATER FLOW AVAILABILITY DATA: STATIC: 128 psi (-10% 115)psi RESIDUAL: 115 psi FLOW: 500 .gpm WATER DEPARTMENT: CRALSBAD MUN.WATER DIST. 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/17/2015 U:\HASS\15-385-1X.SDF JOB TITLE: THE RIDGE (PLAN 1X) - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 115.0 114.0 500.0 115.0 31.2 47.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 47.5 31.2 2 3.0 - - - - 36.3 - - - 3 3.0 - - - - 32.3 - - - 4 7.0 HOSE STREAM 29.6 5.0 5 13.0 - - - - 25.5 - - - 6 13.0 - - - - 22.7 - - - 7 13.0 - - - - 20.1 8 13.0 - - - - 18.6 - - - 9 13.0 - - - - 19.6 - - - 10 23.0 - - - - 12.8 - - - 11 23.0 - - - - 9.2 - - - 12 23.0 K= 4.90 7.2 13.2 13 23.0 - - - - 9.1 - - - 14 23.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/17/2015 U:\HASS\15-385-1X.SDF JOB TITLE: THE RIDGE (PLAN 1X) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.2 0.995 PL 30.00 PF 9.9 1 0.0 SRCE 47.5 (N/A) 12.9 150 FTG TG PE -1.3 2 3.0 0.0 36.3 0.0 0.253 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 36.3 0.0 4.0 psi, 31.2 gpm 3 3.0 0.0 32.3 0.0 Pipe: 3 31.2 1.610 PL 40.00 PF 1.0 3.0 0.0 32.3 0.0 4.9 150 FTG 1.0 PE -1.7 7.0 H.S. 29.6 5.0 0.024 TL 41.00 PV Pipe: 4 26.2 1.101 PL 6.00 PF 1.5 7.0 H.S. 29.6 5.0 8.8 150 FTG 7.0 PE -2.6 13.0 0.0 25.5 0.0 0.112 TL 13.00 PV Pipe: 5 26.2 1.101 PL 13.00 PF 2.8 13.0 0.0 25.5 0.0 8.8 150 FTG 12.0 PE 0.0 13.0 0.0 22.7 0.0 0.112 TL 25.00 PV Pipe: 6 11.0 0.874 PL 18.00 PF 2.6 13.0 0.0 22.7 0.0 5.9 150 FTG 20.0 PE 0.0 13.0 0.0 20.1 0.0 0.069 TL 38.00 PV Pipe: 7 15.2 0.874 PL 23.00 PF 5.5 13.0 0.0 22.7 0.0 8.1 150 FTG 21.0 PE -4.3 23.0 0.0 12.8 0.0 0.126 TL 44.00 PV Pipe: 8 6.8 0.874 PL 37.00 PF 1.4 13.0 0.0 20.1 0.0 3.6 150 FTG 14.0 PE 0.0 13.0 0.0 18.6 0.0 0.028 TL 51.00 PV Pipe: 9 4.2 0.874 PL 30.00 PF 0.5 13.0 0.0 20.1 0.0 2.3 150 FTG 14.0 PE 0.0 13.0 0.0 19.6 0.0 0.012 TL 44.00 PV Pipe: 10 -4.2 0.874 PL 41.00 PF 0.9 13.0 0.0 18.6 0.0 2.3 150 FTG 37.0 PE 0.0 13.0 0.0 19.6 0.0 0.012 TL 78.00 PV Pipe: 11 11.0 0.874 PL 40.00 PF 5.2 13.0 0.0 18.6 0.0 5.9 150 FTG 35.0 PE -4.3 23.0 0.0 9.1 0.0 0.069 TL 75.00 PV Pipe: 12 15.2 0.874 PL 15.00 PF 3.7 23.0 0.0 12.8 0.0 8.1 150 FTG 14.0 PE 0.0 23.0 0.0 9.2 0.0 0.126 TL 29.00 PV 3 4 4 5 S 6 6 7 6 10 7 8 7 9 8 9 8 13 10 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/17/2015 U:\HASS\15-385-1X.SDF JOB TITLE: THE RIDGE (PLAN 1X) - 2 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 13.2 0.874 PL 9.00 PF 1.9 11 23.0 0.0 9.2 0.0 7.0 150 FTG 11.0 PE 0.0 12 23.0 4.9 7.2 13.2 0.097 TL 20.00 PV Pipe: 14 2.0 0.874 PL 10.00 PF 0.1 11 23.0 0.0 9.2 0.0 1.1 150 FTG 9.0 PE 0.0 13 23.0 0.0 9.1 0.0 0.003 TL 19.00 PV Pipe: 15 13.0 0.874 PL 11.00 PF 2.1 13 23.0 0.0 9.1 0.0 7.0 150 FTG 11.0 PE 0.0 14 23.0 4.9 7.0 13.0 0.094 TL 22.00 PV NOTES (HASS): Calculations were performed by the HASS 8.5 computer program under license no. 38071930 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 0.005 gpm and a maximum imbalance at any node of 0.064 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. 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 114.98 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/17/2015 U:\HASS\15-385-1X.SDF JOB TITLE: THE RIDGE (PLAN 1X) - 2 HEAD CALC PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 11) 4) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/17/2015 U:\HASS\15-385-1X.SDF JOB TITLE: THE RIDGE (PLAN 1X) - 2 HEAD CALC 0 III N 0 0 0 0 0 . 0 ci ci 0 CD CD • i-I aD w (N 0 (_c!rI CI)cfl n) P.U)•-1--. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/17/2015 U:\HASS\15-385-1X.SDF JOB TITLE: THE RIDGE (PLAN 1X) - 2 HEAD CALC WATER SUPPLY CURVE 1201- 0\\\\\\\\\\\\\\\\\* <-114.0 psi 8 500 gpm Flow Test Point 110+ 100+ 90+ P 80+ R E S I S 70+ U I R I E I 60+ P I S I I 50+ X 40+ 30+ 20+ LEGEND 'I X = Required Water Supply I 47.46 psi 8 31.2 gpm 10+ 0 = Available Water Supply " I 114.99 psi 8 31.2 gpm It 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR THE RIDGE (PLAN 2) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-385-2 DATE: 12-17-15 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 4 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 28.1 gpm 33.1 gpm (5 gpm Hose STREAM) 28.1 gpm @ 42.1 psi 4.9 JOBANNY ECHEVERRIA CRALSBAD FIRE DEPARTMENT. 128 psi (-10% 115)psi 115 psi 500 gpm CRALSBAD MUN.WATER DIST. 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/17/2015 U:\HASS\15-385-2.SDF JOB TITLE: THE RIDGE (PLAN 2) - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 115.0 114.0 500.0 115.0 33.1 61.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 33.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/17/2015 U:\HASS\15-385-2.SDF JOB TITLE: THE RIDGE (PLAN 2) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 33.1 0.995 PL 30.00 PF 11.0 1 0.0 SRCE 61.3 (N/A) 13.6 150 FTG TG PE -1.3 2 3.0 0.0 48.9 0.0 0.282 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 48.9 0.0 4.0 psi, 33.1 gpm 3 3.0 0.0 44.9 0.0 Pipe: 3 33.1 1.610 PL 40.00 PF 1.1 3.0 0.0 44.9 0.0 5.2 150 FTG 1.0 PE -1.7 7.0 H.S. 42.1 5.0 0.027 TL 41.00 PV Pipe: 4 28.1 1.101 PL 6.00 PF 1.7 7.0 H.S. 42.1 5.0 9.5 150 FTG 7.0 PE -2.6 13.0 0.0 37.8 0.0 0.128 TL 13.00 PV Pipe: 5 28.1 1.101 PL 5.00 PF 2.7 13.0 0.0 37.8 0.0 9.5 150 FTG 16.0 PE 0.0 13.0 0.0 35.2 0.0 0.128 TL 21.00 PV Pipe: 6 12.7 0.874 FL 11.00 PF 2.3 13.0 0.0 35.2 0.0 6.8 150 FTG 14.0 PE 0.0 13.0 0.0 32.9 0.0 0.090 TL 25.00 PV Pipe: 7 5.2 0.874 PL 50.00 PF 1.3 13.0 0.0 32.9 0.0 2.8 150 FTG 26.0 PE 0.0 13.0 0.0 31.6 0.0 0.017 TL 76.00 PV Pipe: 8 7.5 0.874 PL 46.00 PF 2.2 13.0 0.0 32.9 0.0 4.0 150 FTG 18.0 PE 0.0 13.0 0.0 30.7 0.0 0.034 TL 64.00 PV Pipe: 9 5.2 0.874 FL 31.00 PF 0.8 13.0 0.0 31.6 0.0 2.8 150 FTG 17.0 PE 0.0 13.0 0.0 30.7 0.0 0.017 TL 48.00 PV Pipe: 10 15.4 0.874 PL 28.00 PF 6.7 13.0 0.0 35.2 0.0 8.2 150 FTG 24.0 FE -4.3 23.0 0.0 24.1 0.0 0.129 TL 52.00 PV Pipe: 11 12.7 0.874 PL 19.00 PF 3.0 13.0 0.0 30.7 0.0 6.8 150 FTG 14.0 PE -4.3 23.0 0.0 23.4 0.0 0.090 TL 33.00 PV Pipe: 12 11.5 0.874 PL 43.00 PF 4.4 23.0 0.0 24.1 0.0 6.1 150 FTG 16.0 PE 0.0 23.0 0.0 19.7 0.0 0.075 TL 59.00 PV 3 4 4 5 5 6 6 7 7 8 7 9 8 9 6 10 9 14 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/17/2015 U:\HASS\15-385-2.SDF JOB TITLE: THE RIDGE (PLAN 2) - 2 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 28.1 0.874 PL 7.00 PF 10.2 11 23.0 0.0 19.7 0.0 15.0 150 FTG 19.0 PE 0.0 12 23.0 4.9 9.5 15.1 0.393 TL 26.00 PV Pipe: 14 13.0 0.874 PL 15.00 PF 2.5 12 23.0 4.9 9.5 15.1 7.0 150 FTG 11.0 PE 0.0 13 23.0 4.9 7.0 13.0 0.094 TL 26.00 PV Pipe: 15 -16.6 0.874 PL 11.00 PF 3.7 11 23.0 0.0 19.7 0.0 8.9 150 FTG 14.0 PE 0.0 14 23.0 0.0 23.4 0.0 0.149 TL 25.00 PV Pipe: 16 3.9 0.874 PL 44.00 PF 0.7 10 23.0 0.0 24.1 0.0 2.1 150 FTG 22.0 PE 0.0 14 23.0 0.0 23.4 0.0 0.010 TL 66.00 PV NOTES (I-lASS) Calculations were performed by the HASS 8.5 computer program under license no. 38071930 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 0.005 gpm and a maximum imbalance at any node of 0.069 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 13. 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 114.99 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/17/2015 U:\HASS\15-385-2.SDF JOB TITLE: THE RIDGE (PLAN 2) - 2 HEAD CALC PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkViv BfyVlv GatViv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 a) C-) 0 U) U) a) 4J. U)4) a) -i-) 0 U) -H a)4J El 0 OW d U) flu a) ciu flu U) a) 0)0 4J.c W - 41 U) 1 a) 0) 4J fc'j 0 -d U) -na) -H U) U) U) Wa) r. -H Z a) ,41 0) -H .u) U) r-1 N 0) 0 z E 04 cD 0 Lo 0 '-I -H U) 0 0 -1 --I U) -H U, cD >10 z -1 >1 •• ,1 04 0 -H 04 4J 4J El 13 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/17/2015 U:\HASS\15-385---2.SDF JOB TITLE: THE RIDGE (PLAN 2) - 2 HEAD CALC 0 N '-I 0 111 N 0 0 0 0 0 0 0 0 0 c; 0 • N 0 QU)-H- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/17/2015 IJ:\HASS\15-385-2.SDF JOB TITLE: THE RIDGE (PLAN 2) - 2 HEAD CALC WATER SUPPLY CURVE 120+ 0\\\\\\\\\\\\\\\\\* <114.0 psi @ 500 gpm I Flow Test Point 110+ SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR THE RIDGE (PLAN 3) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-385-3 DATE: 12-17-15 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 512 sq. ft. NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 4 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: 2 sprinklers 27.9 gpm 32.9 gpm (5 gpm Hose STREAM) 27.9 gpm @ 41.6 psi 4.9 JOBANNY ECHEVERRIA CRALSBAD FIRE DEPARTMENT. WATER FLOW AVAILABILITY DATA: STATIC: 128 psi(-10% 115 psi RESIDUAL: 115 psi FLOW: 500 gpm WATER DEPARTMENT: CRALSBAD MUN.WATER DIST. 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/17/2015 U:\HASS\15-385-3.SDF JOB TITLE: THE RIDGE (PLAN 3) - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 115.0 114.0 500.0 115.0 32.9 60.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 60.6 32.9 2 3.0 - - - - 48.4 - - - 3 3.0 - - - - 44.4 - - - 4 7.0 HOSE STREAM 41.6 5.0 5 13.0 - - - - 37.4 6 13.0 - - - - 35.2 - - - 7 13.0 - - - - 33.0 - - - 8 13.0 - - - - 31.7 - - - 9 13.0 - - - - 31.0 - - - 10 23.0 - - - - 24.3 11 23.0 - - - - 23.7 - - - 12 23.0 - - - - 23.2 - - - 13 23.0 - - - - 19.7 - - - 14 24.0 K= 4.90 9.2 14.9 15 24.0 K= 4.90 7.0 13.0 F' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/17/2015 U:\HASS\15-385-3.SDF JOB TITLE: THE RIDGE (PLAN 3) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 32.9 0.995 PL 30.00 PF 10.9 1 0.0 SRCE 60.6 (N/A) 13.6 150 FTG TG PE -1.3 2 3.0 0.0 48.4 0.0 0.279 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 48.4 0.0 4.0 psi, 32.9 gpm 3 3.0 0.0 44.4 0.0 Pipe: 3 32.9 1.610 PL 40.00 PF 1.1 3.0 0.0 44.4 0.0 5.2 150 FTG 1.0 PE -1.7 7.0 B.S. 41.6 5.0 0.027 TL 41.00 PV Pipe: 4 27.9 1.101 PL 6.00 PF 1.6 7.0 H.S. 41.6 5.0 9.4 150 FTG 7.0 PE -2.6 13.0 0.0 37.4 0.0 0.126 TL 13.00 PV Pipe: 5 27.9 1.101 PL 6.00 PF 2.1 13.0 0.0 37.4 0.0 9.4 150 FTG 11.0 PE 0.0 13.0 0.0 35.2 0.0 0.126 TL 17.00 PV Pipe: 6 12.2 0.874 PL 12.00 PF 2.2 13.0 0.0 35.2 0.0 6.5 150 FTG 14.0 PE 0.0 13.0 0.0 33.0 0.0 0.084 TL 26.00 PV Pipe: 7 15.7 0.874 PL 24.00 PF 6.5 13.0 0.0 35.2 0.0 8.4 150 FTG 25.0 PE -4.3 23.0 0.0 24.3 0.0 0.133 TL 49.00 PV Pipe: 8 5.3 0.874 PL 50.00 PF 1.4 13.0 0.0 33.0 0.0 2.8 150 FTG 26.0 PE 0.0 13.0 0.0 31.7 0.0 0.018 TL 76.00 PV Pipe: 9 6.9 0.874 PL 51.00 PF 2.0 13.0 0.0 33.0 0.0 3.7 150 FTG 19.0 PE 0.0 13.0 0.0 31.0 0.0 0.029 TL 70.00 PV Pipe: 10 5.3 0.874 PL 24.00 PF 0.7 13.0 0.0 31.7 0.0 2.8 150 FTG 12.0 PE 0.0 13.0 0.0 31.0 0.0 0.018 TL 36.00 PV Pipe: 11 12.2 0.874 PL 15.00 PF 3.4 13.0 0.0 31.0 0.0 6.5 150 FTG 26.0 PE -4.3 23.0 0.0 23.2 0.0 0.084 TL 41.00 PV Pipe: 12 3.7 0.874 PL 53.00 PF 0.7 23.0 0.0 24.3 0.0 2.0 150 FTG 20.0 PE 0.0 23.0 0.0 23.7 0.0 0.009 TL 73.00 PV 3 4 4 5 6 7 6 10 7 8 7 9 8 9 9 12 10 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/17/2015 U:\HASS\15-385-3.SDF JOB TITLE: THE RIDGE (PLAN 3) - 2 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.0 0.874 PL 39.00 PF 4.6 10 23.0 0.0 24.3 0.0 6.4 150 FTG 18.0 PE 0.0 13 23.0 0.0 19.7 0.0 0.081 TL 57.00 PV Pipe: 14 3.7 0.874 PL 26.00 PF 0.4 11 23.0 0.0 23.7 0.0 2.0 150 FTG 22.0 PE 0.0 12 23.0 0.0 23.2 0.0 0.009 TL 48.00 PV Pipe: 15 15.9 0.874 PL 10.00 PF 3.5 12 23.0 0.0 23.2 0.0 8.5 150 FTG 16.0 PE 0.0 13 23.0 0.0 19.7 0.0 0.136 TL 26.00 PV Pipe: 16 27.9 0.874 PL 7.00 PF 10.1 13 23.0 0.0 19.7 0.0 14.9 150 FTG 19.0 PE -0.4 14 24.0 4.9 9.2 14.9 0.387 TL 26.00 PV Pipe: 17 13.0 0.874 PL 14.00 PF 2.2 14 24.0 4.9 9.2 14.9 7.0 150 FTG 9.0 PE 0.0 15 24.0 4.9 7.0 13.0 0.094 TL 23.00 PV NOTES (HASS): Calculations were performed by the HASS 8.5 computer program under license no. 38071930 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 0.001 gpm and a maximum imbalance at any node of 0.017 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.9 ft/sec at pipe 16. 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 114.99 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/17/2015 U:\HASS\15-385-3.SDF JOB TITLE: THE RIDGE (PLAN 3) - 2 HEAD CALC (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 DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 ci) 4J 0 7-7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/17/2015 U:\HASS\15-385-3.SDF JOB TITLE: THE RIDGE (PLAN 3) - 2 HEAD CALC Co 0 0 If) 0 cz4 04 (1) CD 0 Ti In w —1 U) UD >0 z 1 f —1 Ln 04 41 thu) E-' 0 N 0 0 0 0 0 ••0 O 0 • 0• 0• • 1') 0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/17/2015 U:\HASS\15-385-3.SDF JOB TITLE: THE RIDGE (PLAN 3) - 2 HEAD CALC WATER SUPPLY CURVE 120+ 0\\\\\\\\\\\\\\\\\* <114.0 psi @ 500 gpm I Flow Test Point 110+ 100+ 90+ P 80+ R I E I S I SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR THE RIDGE (PLAN 4) REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-385-4 DATE: 12-17-15 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 4 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 28.1 gpm 33.1 gpm (5 gpm Hose STREAM) 28.1 gpm @ 46.1 psi 4.9 JOBANNY ECHEVERRIA CRALSBAD FIRE DEPARTMENT. WATER FLOW AVAILABILITY DATA: STATIC: 128 psi (-10% 115)psi RESIDUAL: 115 psi FLOW: 500 gpm WATER DEPARTMENT: CRALSBAD MUN.WATER DIST. 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/17/2015 U:\HASS\15-385-4.SDF JOB TITLE: THE RIDGE (PLAN 4) - 2 HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 115.0 114.0 500.0 115.0 33.1 65.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 33.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 65.3 33.1 2 3.0 - - - - 53.0 3 3.0 - - - - 49.0 - - - 4 7.0 HOSE STREAM 46.1 5.0 5 13.0 - - - - 41.9 - - - 6 13.0 - - - - 39.4 7 13.0 - - - - 36.7 - - - 8 13.0 - - - - 36.8 - - - 9 13.0 - - - - 36.3 - - - 10 13.0 - - - - 35.9 - - - 11 23.0 - - - - 26.2 - - - 12 23.0 - - - - 25.7 - - - 13 23.0 - - - - 19.6 - - - 14 24.0 K= 4.90 9.4 15.0 15 24.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/17/2015 U:\HASS\15-385-4.SDF JOB TITLE: THE RIDGE (PLAN 4) - 2 HEAD CALC PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 33.1 0.995 PL 30.00 PF 11.0 1 0.0 SRCE 65.3 (N/A) 13.6 150 FTG TG PE -1.3 2 3.0 0.0 53.0 0.0 0.282 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 53.0 0.0 4.0 psi, 33.0 gpm 3 3.0 0.0 49.0 0.0 Pipe: 3 33.0 1.610 PL 40.00 PF 1.1 3 3.0 0.0 49.0 0.0 5.2 150 FTG 1.0 PE -1.7 4 7.0 H.S. 46.1 5.0 0.027 TL 41.00 PV Pipe: 4 28.0 1.101 PL 6.00 PF 1.6 4 7.0 H.S. 46.1 5.0 9.4 150 FTG 7.0 PE -2.6 5 13.0 0.0 41.9 0.0 0.127 TL 13.00 PV Pipe: 5 28.0 1.101 PL 7.00 PF 2.5 5 13.0 0.0 41.9 0.0 9.4 150 FTG 13.0 PE 0.0 6 13.0 0.0 39.4 0.0 0.127 TL 20.00 PV Pipe: 6 20.5 0.874 PL 3.00 PF 2.6 6 13.0 0.0 39.4 0.0 11.0 150 FTG 9.0 PE 0.0 7 13.0 0.0 36.7 0.0 0.220 TL 12.00 PV Pipe: 7 7.5 0.874 FL 48.00 PF 2.6 6 13.0 0.0 39.4 0.0 4.0 150 FTG 28.0 PE 0.0 8 13.0 0.0 36.8 0.0 0.034 TL 76.00 PV Pipe: 8 3.5 0.874 PL 35.00 PF 0.4 7 13.0 0.0 36.7 0.0 1.9 150 FTG 14.0 FE 0.0 9 13.0 0.0 36.3 0.0 0.009 TL 49.00 PV Pipe: 9 7.5 0.874 PL 15.00 PF 0.8 8 13.0 0.0 36.8 0.0 4.0 150 FTG 10.0 PE 0.0 10 13.0 0.0 35.9 0.0 0.034 TL 25.00 PV Pipe: 10 3.5 0.874 PL 30.00 PF 0.4 9 13.0 0.0 36.3 0.0 1.9 150 FTG 12.0 PE 0.0 10 13.0 0.0 35.9 0.0 0.009 TL 42.00 PV Pipe: 11 11.0 0.874 FL 47.00 PF 5.9 10 13.0 0.0 35.9 0.0 5.9 150 FTG 38.0 FE -4.3 12 23.0 0.0 25.7 0.0 0.070 TL 85.00 PV Pipe: 12 17.0 0.874 PL 16.00 PF 6.2 7 13.0 0.0 36.7 0.0 9.1 150 FTG 24.0 PE -4.3 11 23.0 0.0 26.2 0.0 0.155 TL 40.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/17/2015 U:\HASS\15-385-4.SDF JOB TITLE: THE RIDGE (PLAN 4) - 2 HEAD CALC PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 2.9 0.874 PL 64.00 PF 0.5 11 23.0 0.0 26.2 0.0 1.5 150 FTG 19.0 PE 0.0 12 23.0 0.0 25.7 0.0 0.006 TL 83.00 PV Pipe: 14 14.1 0.874 PL 36.00 PF 6.6 11 23.0 0.0 26.2 0.0 7.5 150 FTG 24.0 PE 0.0 13 23.0 0.0 19.6 0.0 0.110 TL 60.00 PV Pipe: 15 13.9 0.874 PL 31.00 PF 6.1 12 23.0 0.0 25.7 0.0 7.4 150 FTG 26.0 PE 0.0 13 23.0 0.0 19.6 0.0 0.107 TL 57.00 PV Pipe: 16 28.0 0.874 PL 6.00 PF 9.8 13 23.0 0.0 19.6 0.0 15.0 150 FTG 19.0 PE -0.4 14 24.0 4.9 9.4 15.0 0.391 TL 25.00 PV Pipe: 17 13.0 0.874 PL 14.00 PF 2.4 14 24.0 4.9 9.4 15.0 7.0 150 FTG 11.0 PE 0.0 15 24.0 4.9 7.0 13.0 0.094 TL 25.00 PV NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 38071930 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 0.013 gpm and a maximum imbalance at any node of 0.186 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.0 ft/sec at pipe 16. 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 114.99 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/17/2015 U:\HASS\15-385-4.SDF JOB TITLE: THE RIDGE (PLAN 4) - 2 HEAD CALC (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 LngEii ChkViv BfyViv GatViv AimChk DPViv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 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 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/17/2015 U:\HASS\15-385-4.SDF JOB TITLE: THE RIDGE (PLAN 4) - 2 HEAD CALC m- a) 0 0 U) U) a) 4J, H 4J U)4J a) it 4) 0 U) r1 a)4-) E-10 0 ci) p 10 44 U) (j ci) (I) r1J (I) a) . a° (tSt o4JU) 4 4) -I 0 (I) 'Oa) U) In U) H p Ii) II) -H U) rd 9 H (N ci) 0 z 0 r- 0 0 0 0 0 0 0 0 0 . CD 0 • H OD w IV (N 0 I c1 F1W r) -PU)-H- I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/17/2015 U:\HASS\15-385-4.SDF JOB TITLE: THE RIDGE (PLAN 4) - 2 HEAD CALC WATER SUPPLY CURVE 120+ 0\\\\\\\\\\\\\\\\\* <-114.0 psi 8 500 gpm I Flow Test Point 110+ 100+ 90+ P 80+ R E I S I S 70+ U I R X E I 60+ P I S I I 50+ 40+ 30+ 20+ LEGEND I, X = Required Water Supply I 65.30 psi 8 33.1 gpm 10+ I 0 = Available Water Supply I 114.99 psi 8 33.1 gpm II +------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) I a.,