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HomeMy WebLinkAbout1600 NEW CREST CT; ; AS140288; Permit12/13/24, 3:33 PM AS140288 Permit Data City of Carlsbad Sprinkler Permit 1600 NEW CREST Job Address: CT Permit Type: SPRINK Parcel No: 2159503900 Lot #: 1 Permit No: AS140288 Status: ISSUED Applied 11/17/2014 Approved: 11/19/2014 Issued: 11/19/2014 Inspector: 1600 NEW CREST CT NO PLAN CK FEE. LOT 1, PLAN 3C: 4,172 SF. NEW WET SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND/OR NFPA #13-D 2013 AND CFD. ALL PIPE AND FITTING ARE NEW AND UL LISTED. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. GARAGE AND MECHANICAL ROOMS TO BE SPRINKLED W/ 175 HD. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT EXCEEDING 55 SF. Reference No.: PC #: Project Title: Applicant: SYMONS FIRE PROTECTION SUITE R 1050 PIONEER WAY EL CAJON, CA 619-588-6364 Owner: N P YUCAIPA ACQUISITION L P 1067 YONGE ST TORONTO ONTARIO CANADA M4W2L2 Fees ($) Add'I Fees ($) Total ($) Balance ($) 210 0 210 0 about:blank 1/1 Fu rr 11L L SYMONS FIRE PROTECTION PHASE 1-CARLSBAD 16 LOTt PLAN TYPE STREET NO STREET NAME CB# AS# COST 16 2AR 1603 NEW CREST CT CB140329 A5140296 PAID 11/20/15 15 3A 1607 NEW CREST CT CB140323 A5140294 PAID 14 11311 1611 NEW CREST CT CB140331 AS150293 PAID 1 3A 1600 NEW CREST CT CB140327 AS140288 PAID 2 2A 1604 NEW CREST CT CB140328 A5140289 PAID 3 3AR 1608 NEW CREST CT CB140326 AS140290 PAID 4 11311 1612 NEW CREST CT CB140330 A5140291 PAID TOTAL: PAID PHASE 1- DAVIDSON BUILDERS SEQUENCE TACT# LOT PLAN ELEV SF CB#..ADDRESS AS# 1 CT 03-06 1 3C 4,172 CB40327 .- 1600 NEW CREST CT \ 14 2 CT 03-06 2 2AR 3,603 CB140328 16O4 NEW CREST CT \1fAS14028 J 3 CT 03-06 3 3AR 4,234 CB140326 16O8 NEW CREST CT \4AS1402d" 4 CT 03-06 4 lB 3,123 CB140330 1612 NEW CREST CT \4 AS140291 .J 5 CT 03-06 13 2BR 3,620 1615 NEW CREST CT V N! AS140292 ' 6 CT 03-06 14 1BR 3,123 CB140331 1611 NEW CREST CT \4As140293'<" 7 CT 03-06 15 3A 4,234 CB140323 1 1607 NEW CREST CT \i ASj40294'- HYDRAULIC CALCULATIONS FOR NEW CREST COURT *** PLAN #1 *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-308 DATE: 9-30-14 These plans ha cheeri revieWer! br aflpaieni C(liaiWe witlt the current ipplu. able cider and qimdarib ii tbrce ii tbieurirrjWmiou The none! ri col rrjtrir 111m, rm:l. Iii Uji)i of all i' lie mini lol :1 huidduuuuu ru iii ith he e\pres wider 'taudimie liii this ruvle " ii rrav celurres he otrurer or cinmirracurir ot their purilesiial emuenmeer or aucluutecu or sole respwsuhmlir\ liii nil compliance With) said ciunics and smamidnmrik. iii Jimihimi the brmulduiu code or fur zinc reupirmmsihi!mv fir den. crimes, errors, omrìissmiumms or imemrhricrcc ill these plalls wlnemhreu Ui rot 11mcd ill his r'cvicw. me. Ii 'y R vleWei) lF'i )N1MEND APi'l)VAI iVALAS Nt)Ti-!) - SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 -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 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Hose STREAM) 20.0 gpm @ 32.6 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66P51) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-A.SDF JOB TITLE: PLAN #1 - 1 HEAD CALC. 4 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 66.0 65.0 500.0 66.0 25.0 64.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 .0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 64.2 25.0 2 3.0 - - - - 58.0 3 3.0 - - - - 54.0 - - - 4 3.0 - - - - 53.6 - - - 5 3.0 ---- 41.6 6 3.0 - - - - 41.3 7 5.0 - - - - 37.8 - - - 8 9.0 HOSE STREAM 32.6 5.0 9 15.0 - - - - 29.1 - - - 10 15.0 - - - - 26.3 - - - 11 15.0 - - - - 24.6 - - - 12 15.0 - - - - 24.6 - - - 13 23.0 - - - - 18.8 14 23.0 - - - - 18.8 - - - 15 23.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-A.SDF JOB TITLE: ELAN #1 - 1 HEAD CALC. PIE 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 25.0 0.995 PL 20.00 PF 4.9 1 0.0 SRCE 64.2 (N/A) 10.3 150 FTG TG FE -1.3 2 3.0 0.0 58.0 0.0 0.168 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 58.0 0.0 4.0 psi, 25.0 gprn 3 3.0 0.0 54.0 0.0 Pipe: 3 25.0 1.025 PL 2.00 PH 0.4 3 3.0 0.0 54.0 0.0 9.7 150 FTG 1.0 PE 0.0 4 3.0 0.0 53.6 0.0 0.146 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 53.6 0.0 12.0 psi, 25.0 gpm 5 3.0 0.0 41.6 0.0 Pipe: 5 25.0 1.025 PL 1.00 PF 0.3 5 3.0 0.0 41.6 0.0 9.7 150 FTG 1.0 PE 0.0 6 3.0 0.0 41.3 0.0 0.146 TL 2.00 PV Pipe: 6 25.0 1.394 FL 80.00 PH 2.6 6 3.0 0.0 41.3 0.0 5.3 150 FTG 1.0 PH -0.9 7 5.0 0.0 37.8 0.0 0.033 TL 81.00 PV Pipe: 7 25.0 1.025 PL 5.00 PH 3.5 7 5.0 0.0 37.8 0.0 9.7 150 FTG 19.0 FE -1.7 8 9.0 H.S. 32.6 5.0 0.146 TL 24.00 PV Pipe: 8 20.0 1.101 FL 6.00 PH 0.9 8 9.0 H.S. 32.6 5.0 6.7 150 FTG 7.0 FE -2.6 9 15.0 0.0 29.1 0.0 0.068 TL 13.00 PV Pipe: 9 20.0 1.101 FL 12.00 PF 2.8 9 15.0 0.0 29.1 0.0 6.7 150 FTG 29.0 PE 0.0 10 15.0 0.0 26.3 0.0 0.068 TL 41.00 PV Pipe: 10 9.7 1.101 FL 72.00 PF 1.7 10 15.0 0.0 26.3 0.0 3.3 150 FTG 25.0 FE 0.0 11 15.0 0.0 24.6 0.0 0.018 TL 97.00 PV Pipe: 11 9.7 1.101 FL 77.00 PF 2.3 11 15.0 0.0 24.6 0.0 3.3 150 FTG 51.0 FE -3.5 13 23.0 0.0 18.8 0.0 0.018 TL 128.00 PV Pipe: 12 10.3 1.101 FL 56.00 PF 1.7 10 15.0 0.0 26.3 0.0 3.5 150 FTG 28.0 FE 0.0 12 15.0 0.0 24.6 0.0 0.020 TL 84.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308A.SDF JOB TITLE: PLAN #1 - 1 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 10.3 1.101 FL 71.00 PF 2.3 12 15.0 0.0 24.6 0.0 3.5 150 FTG 43.0 FE -3.5 13 23.0 0.0 18.8 0.0 0.020 TL 114.00 PV Pipe: 14 0.0 1.101 FL 5.00 PF 0.0 13 23.0 0.0 18.8 0.0 0.0 150 FTG 15.0 FE 0.0 14 23.0 0.0 18.8 0.0 0.000 TL 20.00 PV Pipe: 15 20.0 1.101 FL 17.00 PF 2.2 13 23.0 0.0 18.8 0.0 6.7 150 FTG 15.0 FE 0.0 15 23.0 4.9 16.7 20.0 0.068 TL 32.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 65 9- 97 60 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.040 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 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 66.00 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: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308A.SDF JOB TIT!E: PLAN #1 - 1 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 ChkViv BfyViv GatViv AimChk DPViv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 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 .995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 c-ItI o; Lxi WATER SUPPLY ANALYSIS E:IsW, 70.0 G A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 20.0 S i 10.0 oL(; OO.L)'.) t\b±u; OJ.'JU b1 LIUW. JVU.0 LJJJILL LEGEND i Available pressure 66.00 psi @ 25.0 gprn 2 Required pressure 64.20 psi @ 25.0 gpm - A. Source Supply Curve B. System Demand Curve - 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) t. -14.7 IT SPRINKLER SYSTEM DATE: 9/29/2014 C:\PROGRAM JOB TILE: PLAN #1 - 1 HEAD CALC. 11 WATER SUPPLY CURVE HYDRAULIC ANALYSIS rage 6 FILES\HRS SYSTEMS\HASS83\14-308-A.SDF 72+ 660\\\\\\\\\\\\\\\\\ X * <-65.0 Psi @ 500 gpm I Flow Test Point 60+ 54+ F 48+ R I E I S I S 42+ U I R I E 36+ P. S I 30+ 24+ 18+ 12+ LEGEND I, I X = Required. Water Supply 64.20 psi @ 25.0 gpm 6+ 'I I 0 = Available Water Supply 66.00 psi @ 25.0 gpm 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 NEW CREST COURT *** PLAN #1 REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-308 DATE: 9-30-14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.3 gpm 31.3 gpm (5 gpm Hose STREAM) 26.3 gpm @ 26.8 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66P51) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308.SDF JOB TILE: PLAN #1 - 2 HEAD CALC. WAER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 66.0 65.0 500.0 66.0 31.3 64.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 0.0 2 3.0 3 3.0 4 3.0 5 3.0 6 3.0 7 5.0 8 9.0 9 15.0 10 15.0 11 15.0 12 15.0 13 23.0 14 23.0 15 23.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) SOURCE 64.5 31.3 - - - - 55.8 - - - - - - - 51.8 - - - - - - - 51.1 - - - - - - - 39.1 - - - - - - - 38.7 - - - - - - - 33.8 - - - HOSE STREAM 26.8 5.0 - - - - 22.7 - - - - - - - 18.1 - - - - - - - 15.2 - - - - - - - 15.3 - - - - - - - 8.0 - - - K= 4.90 7.4 13.3 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308.SDF JOE TITJE: PLAN #1 - 2 HEAD CALC. PIE 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 31.3 0.995 PL 20.00 PF 7.4 1 0.0 SRCE 64.5 (N/A) 12.9 150 FTG TG PH -1.3 2 3.0 0.0 55.8 0.0 0.256 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 55.8 0.0 4.0 psi, 31.3 gpm 3 3.0 0.0 51.8 0.0 Pipe: 3 31.3 1.025 PL 2.00 PH 0.7 3 3.0 0.0 51.8 0.0 12.2 150 FTG 1.0 PE 0.0 4 3.0 0.0 51.1 0.0 0.221 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 51.1 0.0 12.0 psi, 31.3 gpm 5 3.0 0.0 39.1 0.0 Pipe: 5 31.3 1.025 PL 1.00 PH 0.4 5 3.0 0.0 39.1 0.0 12.2 150 FTG 1.0 FE 0.0 6 3.0 0.0 38.7 0.0 0.221 TL 2.00 PV Pipe: 6 31.3 1.394 PL 80.00 PF 4.0 6 3.0 0.0 38.7 0.0 6.6 150 FTG 1.0 PE -0.9 7 5.0 0.0 33.8 0.0 0.049 TL 81.00 PV Pipe: 7 31.3 1.025 FL 5.00 PF 5.3 7 5.0 0.0 33.8 0.0 12.2 150 FTG 19.0 PH -1.7 8 9.0 H.S. 26.8 5.0 0.221 TL 24.00 PV Pipe: 8 26.3 1.101 PL 6.00 PH 1.5 8 9.0 H.S. 26.8 5.0 8.9 150 FTG 7.0 PH -2.6 9 15.0 0.0 22.7 0.0 0.113 TL 13.00 PV Pipe: 9 26.3 1.101 PL 12.00 PF 4.6 9 15.0 0.0 22.7 0.0 8.9 150 FTG 29.0 PH 0.0 10 15.0 0.0 18.1 0.0 0.113 TL 41.00 PV Pipe: 10 12.7 1.101 PL 72.00 PH 2.8 10 15.0 0.0 18.1 0.0 4.3 150 FTG 25.0 PE 0.0 11 15.0 0.0 15.2 0.0 0.029 TL 97.00 PV Pipe: 11 12.7 1.101 FL 77.00 PF 3.8 11 15.0 0.0 15.2 0.0 4.3 150 FTG 51.0 FE -3.5 13 23.0 0.0 8.0 0.0 0.029 TL 128.00 PV Pipe: 12 13.6 1.101 FL 56.00 PH 2.8 10 15.0 0.0 18.1 0.0 4.6 150 FTG 28.0 PH 0.0 12 15.0 0.0 15.3 0.0 0.033 TL 84.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308.SDF JOB TITLE: PLAN #1 - 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 13.6 1.101 PL 71.00 PF 3.8 12 15.0 0.0 15.3 0.0 4.6 150 FTG 43.0 PE -3.5 13 23.0 0.0 8.0 0.0 0.033 TL 114.00 PV Pipe: 14 13.3 1.101 PL 5.00 PF 0.6 13 23.0 0.0 8.0 0.0 4.5 150 FTG 15.0 PE 0.0 14 23.0 4.9 7.4 13.3 0.032 TL 20.00 PV Pipe: 15 13.0 1.101 PL 17.00 PF 1.0 13 23.0 0.0 8.0 0.0 4.4 150 FTG 15.0 PE 0.0 15 23.0 4.9 7.0 13.0 0.031 TL 32.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 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 0.007 gpm and a maximum imbalance at any node of 0.101 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 65.99 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: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308.SDF JOB TITLE: PLAN #1 - 2 HEAD CALC. PAdE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) ,E T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAE: 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 WATER SUPPLY ANALYSIS o >- L'J HI 70.0 G A 60.0 U G E 50.0 P R E S 40.0 S U R B 30.0 20.0 S i 10.0 F JLOLJL,. Uc).L/L) 'eJLt. O.J.UL) pot £LSJW. julj LJJ1LL LEGEND 1 Available pressure 65.99 psi 8 31.3 gpm 2 Required pressure 64.52 psi @ 31.3 gpm - A. Source Supply Curve B. System Demand Curve -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308.SDF JOB TITLE: PLAN #1 - 2 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ X * <-65.0 psi @ 500 gpm Flow Test Point 60+ 54+ P 1,48+ R I E I S I S 42+ U R I E 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply I 64.52 psi @ 31.3 gpm 6+ 0 = Available Water Supply I 65.99 psi @ 31.3 gpm 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 NEW CREST COURT *** PLAN #2 *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-308 DATE: 9-30-14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/400 sq. ft. AREA OF APPLICATION: 400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 20.0 gpm TOTAL WATER REQUIRED (including hose): 25.0 gpm (5 gpm Hose STREAM) FLOW AND PRESSURE (@ NODE 8 BOR) : 20.0 gpm @ 31.3 psi SPRINKLER K-FACTOR (ORIFICE SIZE): 4.9 DESIGN/LAYOUT BY: CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 74 psi (-10% 66P51) RESIDUAL: 73 psi FLOW: 500 gpm WATER DEPARTMENT: CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-B.SDF JOB TITLE: PLAN #2 - 1 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 66.0 65.0 500.0 66.0 25.0 62.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 62.9 25.0 2 3.0 - - - - 56.7 - - - 3 3.0 - - - - 52.7 4 3.0 ---- 52.3 5 3.0 - - - - 40.3 - - - 6 3.0 - - - - 40.0 - - 7 5.0 - - - - 36.5 - - - 8 9.0 HOSE STREAM 31.3 5.0 9 15.0 - - - - 27.8 10 15.0 - - - - 26.1 - - - 11 15.0 - - - - 24.4 - - - 12. 15.0 - - - - 24.4 - - - 13 15.0 - - - - 24.4 - - - 14 25.0 - - - - 20.1 - - - 15 25.0 - - - - 18.3 - - - 16 25.0 - - - - 18.8 - - - 17 25.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14308B.SDF JOB TITLE: PLAN #2 - 1 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I1ODES (FT) (K) (PSI) (GPM) FL/FT (PSI) • Pipe: 1 25.0 0.995 PL 20.00 PF 4.9 1 • 0.0 SRCE 62.9 (N/A) 10.3 150 FTG TG FE -1.3 2 3.0 0.0 56.7 0.0 0.169 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 56.7 0.0 4.0 Psi, 25.0 gpm 3 3.0 0.0 52.7 0.0 Pipe: 3 25.0 1.025 FL 2.00 PF 0.4 3 3.0 0.0 52.7 0.0 9.7 150 FTG 1.0 PE 0.0 4 3.0 0.0 52.3 0.0 0.146 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 52.3 0.0 12.0 psi, 25.0 ppm 5 3.0 0.0 40.3 0.0 Pipe: 5 25.0 1.025 FL 1.00 PF 0.3 5 3.0 0.0 40.3 0.0 9.7 150 FTG 1.0 FE 0.0 6 3.0 0.0 40.0 0.0 0.146 TL 2.00 PV Pipe: 6 25.0 1.394 FL 80.00 PF 2.6 6 3.0 0.0 40.0 0.0 5.3 150 FTG 1.0 FE -0.9 7 5.0 0.0 36.5 0.0 0.033 TL 81.00 PV Pipe: 7 25.0 1.025 FL 5.00 PF 3.5 7 5.0 0.0 36.5 0.0 9.7 150 FTG 19.0 FE -1.7 8 9.0 H.S. 31.3 5.0 0.146 TL 24.00 PV Pipe: 8 20.0 1.101 PL 6.00 PF 0.9 8 9.0 H.S. 31.3 5.0 6.7 150 FTG 7.0 FE -2.6 9 15.0 0.0 27.8 0.0 0.068 TL 13.00 PV Pipe: 9 20.0 1.101 FL 9.00 PF 1.6 9 15.0 0.0 27.8 0.0 6.7 150 FTG 15.0 FE 0.0 10 15.0 0.0 26.1 0.0 0.068 TL 24.00 PV Pipe: 10 9.0 1.101 FL 60.00 FE' 1.7 10 15.0 0.0 26.1 0.0 3.0 150 FTG 51.0 FE 0.0 11 15.0 0.0 24.4 0.0 0.015 TL 111.00 PV Pipe: 11 -0.1 1.101 PL 82.00 FE' 0.0 11 15.0 0.0 24.4 0.0 0.0 150 FTG 36.0 FE 0.0 12 15.0 0.0 24.4 0.0 0.000 TL 118.00 PV Pipe: 12 -0.1 1.101 FL 58.00 PF 0.0 12 15.0 0.0 24.4 0.0 0.0 150 FTG 23.0 FE 0.0 13 15.0 0.0 24.4 0.0 0.000 TL 81.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-B.SDF JOB TITLE: PLAN #2 - 1 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 11.0 1.101 PL 42.00 PF 1.7 10 15.0 0.0 26.1 0.0 3.7 150 FTG 34.0 FE -4.3 14 25.0 0.0 20.1 0.0 0.023 TL 76.00 PV Pipe: 14 -0.1 1.101 FL 20.00 PF 0.0 13 15.0 0.0 24.4 0.0 0.0 150 FTG 27.0 PE -4.3 14 25.0 0.0 20.1 0.0 0.000 TL 47.00 PV Pipe: 15 9.1 1.101 PL 60.00 PF 1.8 11 15.0 0.0 24.4 0.0 3.1 150 FTG 53.0 FE -4.3 15 25.0 0.0 18.3 0.0 0.016 TL 113.00 PV Pipe: 16 10.9 1.101 PL 17.00 FE' 1.3 14 25.0 0.0 20.1 0.0 3.7 150 FTG 41.0 PE 0.0 16 25.0 0.0 18.8 0.0 0.022 TL 58.00 PV Pipe: 17 10.9 1.101 PL 9.00 FE' 0.5 16 25.0 0.0 18.8 0.0 3.7 150 FTG 14.0 PE 0.0 15 25.0 0.0 18.3 0.0 0.022 TL 23.00 PV Pipe: 18 20.0 1.101 FL 9.00 PF 1.6 15 25.0 0.0 18.3 0.0 6.7 150 FTG 15.0 FE 0.0 17 25.0 4.9 16.7 20.0 0.068 TL 24.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 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 0.081 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 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 66.00 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-B.SDF JOB TITLE: PLAN #2 - 1 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 ChkViv BfyViv GatVlv AlmChk DPVlv NPTee .1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T P. 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 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 WATER SUPPLY ANALYSIS [:1•W• 70.0 1 G 2 A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 .LdL1U; OO.UU j,)J t\biU. o..uu po ELLW. iuu.u PiLL LEGEND 1 Available pressure 66.00 psi @ 25.0 gpm 2 Required pressure 62.90 psi 9 25.0 qpm Source Supply Curve System Demand Curve - 200 300 400 500 600 700 800 UU 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 20.0 S i 10.0 0.0 -14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14308B.SDF JOB TITLE: PLAN #2 - 1 HEAD CALC. WATER SUPPLY CURVE 72+ I * <-65.0 psi @ 500 gpm X Flow Test Point 60+ 54+ P 48+ R I E I S S 42+ U I R I 36+ P , I I 30+ 24+ 18+ 12+ LEGEND H I X = Required Water Supply I 62.90 psi @ 25.0 gpm 6+ I 0 = Available Water Supply 66.00 psi @ 25.0 gpm +------+--------+--------+---------+-----------+ 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 NEW CREST COURT *** PLAN #2 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-308 DATE: 9-30-14 -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 8 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 26.7 gpm 31.7 gpm (5 gpm Hose STREAM) 26.7 gpm @ 24.5 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66PSI) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-1.SDF JOB TITLE: 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 66.0 65.0 500.0 66.0 31.7 62.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.7 GPM NODE ANALYSIS DATA NOIE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 62.6 31.7 2 3.0 - - - - 53.7 3 3.0 - - - - 49.7 - - - 4 3.0 - - - - 49.0 - - - 5 3.0 - - - - 37.0 - - - 6 3.0 - - - - 36.6 - - - 7 5.0 - - - - 31.6 8 9.0 HOSE STREAM 24.5 5.0 9 15.0 - - - - 20.4 10 15.0 - - - - 17.6 11 15.0 - - - - 14.7 - - - 12 15.0 - - - - 14.7 13 15.0 - - - - 14.6 14 25.0 - - - - 10.3 15 25.0 - - - - 7.8 16 25.0 K= 4.90 7.8 13.7 17 25.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-1.SDF JOB TITLE: PLAN #2 - 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 31.7 0.995 PL 20.00 PF 7.6 1 0.0 SRCE 62.6 (N/A) 13.1 150 FTG TG PE -1.3 2 3.0 0.0 53.7 0.0 0.261 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 53.7 0.0 4.0 psi, 31.7 gpm 3 3.0 0.0 49.7 0.0 Pipe: 3 31.7 1.025 PL 2.00 PF 0.7 3 3.0 0.0 49.7 0.0 12.3 150 FTG 1.0 PE 0.0 4 3.0 0.0 49.0 0.0 0.226 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 49.0 0.0 12.0 psi, 31.7 ppm 5 3.0 0.0 37.0 0.0 Pipe: 5 31.7 1.025 PL 1.00 PF 0.5 5 3.0 0.0 37.0 0.0 12.3 150 FTG 1.0 PE 0.0 6 3.0 0.0 36.6 0.0 0.226 TL 2.00 PV Pipe: 6 31.7 1.394 PL 80.00 PF 4.1 6 3.0 0.0 36.6 0.0 6.7 150 FTG 1.0 PE -0.9 7 5.0 0.0 31.6 0.0 0.050 TL 81.00 PV Pipe: 7 31.7 1.025 PL 5.00 PF 5.4 7 5.0 0.0 31.6 0.0 12.3 150 FTG 19.0 PE -1.7 8 9.0 H.S. 24.5 5.0 0.226 TL 24.00 PV Pipe: 8 26.7 1.101 PL 6.00 PF 1.5 8 9.0 H.S. 24.5 5.0 9.0 150 FTG 7.0 PE -2.6 9 15.0 0.0 20.4 0.0 0.116 TL 13.00 PV Pipe: 9 26.7 1.101 PL 9.00 PF 2.8 9 15.0 0.0 20.4 0.0 9.0 150 FTG 15.0 PE 0.0 10 15.0 0.0 17.6 0.0 0.116 TL 24.00 PV Pipe: 10 11.9 1.101 PL 60.00 PF 2.9 10 15.0 0.0 17.6 0.0 4.0 150 FTG 51.0 PE 0.0 11 15.0 0.0 14.7 0.0 0.026 TL 111.00 PV Pipe: 11 0.9 1.101 PL 82.00 PF 0.0 11 15.0 0.0 14.7 0.0 0.3 150 FTG 36.0 PE 0.0 12 15.0 0.0 14.7 0.0 0.000 TL 118.00 PV Pipe: 12 0.9 1.101 PL 58.00 PF 0.0 12 15.0 0.0 14.7 0.0 0.3 150 FTG 23.0 PE 0.0 13 15.0 0.0 14.6 0.0 0.000 TL 81.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-1.SDF JOB TITLE: 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 14.8 1.101*PL 42.00 PF 2.9 10 15.0 0.0 17.6 0.0 5.0 150 FTG 34.0 FE -4.3 14 25.0 0.0 10.3 0.0 0.039 TL 76.00 PV Pipe: 14 0.9 1.101 PL 20.00 PF 0.0 13 15.0 0.0 14.6 0.0 0.3 150 FTG 27.0 PE -4.3 14 25.0 0.0 10.3 0.0 0.000 TL 47.00 PV Pipe: 15 11.1 1.101 PL 60.00 PF 2.6 11 15.0 0.0 14.7 0.0 3.7 150 FTG 53.0 FE -4.3 15 25.0 0.0 7.8 0.0 0.023 TL 113.00 PV Pipe: 16 15.6 1.101 FL 17.00 PF 2.5 14 25.0 0.0 10.3 0.0 5.3 150 FTG 41.0 PE 0.0 16 25.0 4.9 7.8 13.7 0.043 TL 58.00 PV Pipe: 17 1.9 1.101 PL 9.00 PF 0.0 16 25.0 4.9 7.8 13.7 0.7 150 FTG 14.0 PE 0.0 15 25.0 0.0 7.8 0.0 0.001 TL 23.00 PV Pipe: 18 13.0 1.101 PL 9.00 PF 0.7 15 25.0 0.0 7.8 0.0 4.4 150 FTG 15.0 FE 0.0 17 25.0 4.9 7.0 13.0 0.031 TL 24.00 PV NOTES (HASS): Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The sstem has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.102 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.1 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 65.99 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-1.SDF JOB TITLE: PLAN #2 - 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 Ell Tee LngEli ChkViv BfyVlv GatVlv AlmChk DPVlv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 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 WATER SUPPLY ANALYSIS :1swi 70.0 1 G 2 A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 20.0 S i 10.0 .LctLLL 00.00 t\LLt 0J .00 £ LJW . U U .0 Y PILL LEGEND 1 Available pressure 65.99 psi @ 31.7 gpm 2 Required pressure 62.57 psi @ 31.7 gpm -_A. Source Supply Curve B. System Demand Curve - [IW -14.7 200 300 400 500 600 700 800 9UU luuu FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTENS\HASS83\14-308-1.SDF JOB TITLE: PLAN #2 - 2 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ I * <-65.0 Psi @ 500 gpm X Flow Test Point 60+ 54+ P 48+ R E I S S 42+ U I R I E 36+ P• I S I I 30+ 24+ 18+ 12+ LEGEND I? X = Required Water Supply 62.57 psi @ 31.7 gpm 6+ 0 = Available Water Supply 65.99 psi @ 31.7 gpm +------+--------+--------+---------+-----------+ 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 NEW CREST COURT PLAN #3 REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-308 DATE: 9-30-14 -DESIGN DATA- 10 OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Hose STREAM) 20.0 gpm @ 31.0 psi ON CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66PSI) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-C.SDF JOB TITLE: PLAN #3 - 1 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 66.0 65.0 500.0 66.0 25.0 62.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 0.0 2 3.0 3 3.0 4 3.0 5 3.0 6 3.0 7 5.0 8 9.0 9 15.0 10 15.0 11 15.0 12 15.0 13 15.0 14 25.0 15 25.0 16 25.0 17 25.0 18 25.0 19 25.0 20 25.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) SOURCE 62.7 25.0 - - - - 56.5 - - - - - - - 52.5 - - - - - - - 52.0 - - - - - - - 40.0 - - - - - - - 39.7 - - - - - - - 36.2 - - - HOSE STREAM 31.0 5.0 - - - - 27.5 - - - - - - - 24.9 - - - - - - - 24.6 - - - - - - - 24.1 - - - - - - - 24.1 - - - - - - - 19.6 - - - - - - 19.6 - - - - - - - 19.6 - - - - - - - 19.6 - - - - - - - 19.4 - - - - - - - 18.4 - - - K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-C.SDF JOB TITLE: PLAN #3 - 1 HEAD CALC. PIE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 PL 20.00 PF 4.9 1 0.0 SRCE 62.7 (N/A) 10.3 150 FTG TG PE -1.3 2 3.0 0.0 56.5 0.0 0.169 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 56.5 0.0 4.0 psi, 25.0 gpm 3 3.0 0.0 52.5 0.0 Pipe: 3 25.0 1.025 FL 2.00 PP 0.4 3 3.0 0.0 52.5 0.0 9.7 150 FTG 1.0 PE 0.0 4 3.0 0.0 52.0 0.0 0.146 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 52.0 0.0 12.0 psi, 25.0 gpm 5 3.0 0.0 40.0 0.0 Pipe: 5 25.0 1.025 PL 1.00 PF 0.3, 5 3.0 0.0 40.0 0.0 9.7 150 FTG 1.0 PE 0.0 6 3.0 0.0 39.7 0.0 0.146 TL 2.00 PV Pipe: 6 25.0 1.394 PL 80.00 PF 2.6 6 3.0 0.0 39.7 0.0 5.3 150 FTG 1.0 PE -0.9 7 5.0 0.0 36.2 0.0 0.033 TL 81.00 PV Pipe: 7 25.0 1.025 PL 5.00 PP 3.5 7 5.0 0.0 36.2 0.0 9.7 150 FTG 19.0 FE -1.7 8 9.0 H.S. 31.0 5.0 0.146 TL 24.00 PV Pipe: 3 20.0 1.101 FL 6.00 PP 0.9 8 9.0 H.S. 31.0 5.0 6.7 150 FTG 7.0 FE -2.6 9 15.0 0.0 27.5 0.0 0.068 TL 13.00 PV Pipe: 9 20.0 1.101 FL 10.00 PF 2.7 9 15.0 0.0 27.5 0.0 6.7 150 FTG 29.0 PE 0.0 10 15.0 0.0 24.9 0.0 0.068 TL 39.00 PV Pipe: 10 9.2 1.101 PL 6.00 PP 0.3 10 15.0 0.0 24.9 0.0 3.1 150 FTG 13.0 FE 0.0 11 15.0 0.0 24.6 0.0 0.016 TL 19.00 PV Pipe: 11 4.4 1.101 FL 72.00 PF 0.5 11 15.0 0.0 24.6 0.0 1.5 150 FTG 40.0 FE 0.0 12 15.0 0.0 24.1 0.0 0.004 TL 112.00 PV Pipe: 12 -1.1 1.101 PL 27.00 PP 0.0 12 15.0 0.0 24.1 0.0 0.4 150 FTG 14.0 FE 0.0 13 15.0 0.0 24.1 0.0 0.000 TL 41.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HA5583\14-308-C.SDF JOB TIT4E: PLAN #3 - 1 HEAD CALC. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (ET) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 4.8 1.101 PL 64.00 PF 0.4 11 15.0 0.0 24.6 0.0 1.6 150 FTG 28.0 FE 0.0 13 15.0 0.0 24.1 0.0 0.005 TL 92.00 PV Pipe: 14 10.8 1.101 PL 17.00 PF 1.0 10 15.0 0.0 24.9 0.0 3.7 150 FTG 27.0 FE -4.3 14 25.0 0.0 19.6 0.0 0.022 TL 44.00 PV Pipe: 15 5.4 1.101 FL 31.00 PF 0.4 12 15.0 0.0 24.1 0.0 1.8 150 FTG 33.0 FE -4.3 18 25.0 0.0 19.4 0.0 0.006 TL 64.00 PV Pipe: 16 3.7 1.101 FL 36.00 PF 0.2 13 15.0 0.0 24.1 0.0 1.3 150 FTG 35.0 FE -4.3 17 25.0 0.0 19.6 0.0 0.003 TL 71.00 PV Pipe: 17 -0.3 1.101 FL 29.00 PF 0.0 14 25.0 0.0 19.6 0.0 0.1 150 FTG 22.0 FE 0.0 15 25.0 0.0 19.6 0.0 0.000 TL 51.00 PV Pipe: 18 0.0 1.101 FL 13.00 PF 0.0 15 25.0 0.0 19.6 0.0 0.0 150 FTG 16.0 FE 0.0 16 25.0 0.0 19.6 0.0 0.000 TL 29.00 PV Pipe: 19 -0.3 1.101 FL 47.00 PF 0.0 15 25.0 0.0 19.6 0.0 0.1 150 FTG 29.0 FE 0.0 17 25.0 0.0 19.6 0.0 0.000 TL 76.00 PV Pipe: 20 3.5 1.101 FL 41.00 PF 0.2 17 25.0 0.0 19.6 0.0 1.2 150 FTG 31.0 FE 0.0 18 25.0 0.0 19.4 0.0 0.003 TL 72.00 PV Pipe: 21 8.9 1.101 FL 41.00 PF 1.0 18 25.0 0.0 19.4 0.0 3.0 150 FTG 22.0 FE 0.0 19 25.0 0.0 18.4 0.0 0.015 TL 63.00 PV Pipe: 22 11.1 1.101 FL 30.00 PF 1.1 14 25.0 0.0 19.6 0.0 3.7 150 FTG 20.0 FE 0.0 19 25.0 0.0 18.4 0.0 0.023 TL 50.00 PV Pipe: 23 20.0 1.101 PL 11.00 PF 1.8 19 25.0 0.0 18.4 0.0 6.7 150 FTG 15.0 PE 0.0 20 25.0 4.9 16.7 20.0 0.068 TL 26.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-C.SDF JOB TITLE: PLAN #3 - 1 HEAD CALC. NOT'ES (HASS): Calculations were performed by the HASS 8.4 computer program under licenseno. 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 0.089 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 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 66.00 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 Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 1.101 ij 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-C.SDF JOB TITLE: PLAN #3 - 1 HEAD CALC. 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 c-I c o L1 I-I WATER SUPPLY ANALYSIS 70.0 1 G 2 A 60.0 U G S 50.0 P R E S 40.0 S U R 30.0 )_QLLL.. UU.UU JL r\e.LL. UJ.%JL) tLL)w; 3UJ.0 LJJ)1LL LEGEND Available pressure 66.00 psi @ 25.0 gpm 2 Required pressure 62.66 psi @ 25.0 gpm -A. Source Supply Curve B. System Demand Curve - -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 20.0 S i 10.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-C.SDF JOB TITLE: PLAN #3 - 1 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ * <-65.0 Psi @ 500 gpm X Flow Test Point 60+ 54+ P 48+ P. I E S I S 42+ U I R I. E 36+ P I S I I 30+ 24+ 1.8+ 12+ LEGEND I X = Required Water Supply I 62.66 psi @ 25.0 gpm 6+ I 0 = Available Water Supply l 66.00 psi @ 25.0 gpm 0++-+----+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYNONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR NEW CREST COURT ** PLAN #3 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-308 DATE: 9-30-14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.1 gpm 31.1 gpm (5 gpm Hose STREAM) 26.1 gpm @ 22.8 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66PSI) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM I-iRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-2.SDF JOE TITLE: PLAN #3 - 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 66.0 65.0 500.0 66.0 31.1 60.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 0.0 2 3.0 3 3.0 4 3.0 5 3.0 6 3.0 7 5.0 8 9.0 9 15.0 10 15.0 11 15.0 12 15.0 13 15.0 14 25.0 15 25.0 16 25.0 17 25.0 18 25.0 19 25.0 20 25.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) SOURCE 60.3 31.1 - - - - 51.7 - - - - - - - 47.7 - - - - - - - 47.0 - - - - - - - 35.0 - - - - - - - 34.6 - - - - - - - 29.8 - - - HOSE STREAM 22.8 5.0 - - - - 18.8 - - - - - - - 14.4 - - - - - - - 13.9 - - - - - - - 13.2 - - - - - - - 13.2 - - - - - - - 8.5 - - - - - - - 7.9 - - - K= 4.90 7.0 13.0 - - - - 8.4 - - - - - - - 8.4 - - - - - - - 8.0 - - - K= 4.90 7.2 13.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-2.SDF JOB TITLE: PLAN #3 - 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 31.1 0.995 PL 20.00 PF 7.3 1 0.0 SRCE 60.3 (N/A) 12.8 150 FTG TG FE -1.3 2 3.0 0.0 51.7 0.0 0.252 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 51.7 0.0 4.0 psi, 31.1 gpm 3 3.0 0.0 47.7 0.0 Pipe: 3 31.1 1.025 PL 2.00 PF 0.7 3 3.0 0.0 47.7 0.0 12.1 150 FTG 1.0 FE 0.0 4 3.0 0.0 47.0 0.0 0.218 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 47.0 0.0 12.0 psi, 31.1 gpm 5 3.0 0.0 35.0 0.0 Pipe: 5 31.1 1.025 FL 1.00 PF 0.4 5 3.0 0.0 35.0 0.0 12.1 150 FTG 1.0 FE 0.0 6 3.0 0.0 34.6 0.0 0.218 TL 2.00 PV Pipe: 6 31.1 1.394 FL 80.00 PF 4.0 6 3.0 0.0 34.6 0.0 6.5 150 FTG 1.0 FE -0.9 7 5.0 0.0 29.8 0.0 0.049 TL 81.00 PV Pipe: 7 31.1 1.025 FL 5.00 PF 5.2 7 5.0 0.0 29.8 0.0 12.1 150 FTG 19.0 FE -1.7 8 9.0 H.S. 22.8 5.0 0.218 TL 24.00 PV Pipe: 8 26.1 1.101 FL 6.00 PF 1.4 8 9.0 H.S. 22.8 5.0 8.8 150 FTG 7.0 FE -2.6 9 15.0 0.0 18.8 0.0 0.111 TL 13.00 PV Pipe: 9 26.1 1.101 FL 10.00 PF 4.3 9 15.0 0.0 18.8 0.0 8.8 150 FTG 29.0 FE 0.0 10 15.0 0.0 14.4 0.0 0.111 TL 39.00 PV Pipe: 10 11.7 1.101 FL 6.00 PF 0.5 10 15.0 0.0 14.4 0.0 3.9 150 FTG 13.0 FE 0.0 11 15.0 0.0 13.9 0.0 0.025 TL 19.00 PV Pipe: 11 5.6 1.101 FL 72.00 PF 0.7 11 15.0 0.0 13.9 0.0 1.9 150 FTG 40.0 FE 0.0 12 15.0 0.0 13.2 0.0 0.006 TL 112.00 PV Pipe: 12 -0.5 1.101 FL 27.00 PF 0.0 12 15.0 0.0 13.2 0.0 0.2 150 FTG 14.0 FE 0.0 13 15.0 0.0 13.2 0.0 0.000 TL 41.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-2.SDF JOB TITLE: 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 6.2 1.101 FL 64.00 PF 0.7 11 15.0 0.0 13.9 0.0 2.1 150 FTG 28.0 PE 0.0 13 15.0 0.0 13.2 0.0 0.008 TL 92.00 PV Pipe: 14 14.4 1.101 PL 17.00 PF 1.6 10 15.0 0.0 14.4 0.0 4.9 150 FTG 27.0 PE -4.3 14 25.0 0.0 8.5 0.0 0.037 TL 44.00 PV • Pipe: 15 6.0 1.101 FL 31.00 PF 0.5 12 15.0 0.0 13.2 0.0 2.0 150 FTG 33.0 PE -4.3 18 25.0 0.0 8.4 0.0 0.007 TL 64.00 PV Pipe: 16 5.7 1.101 FL 36.00 PF 0.5 13 15.0 0.0 13.2 0.0 1.9 150 FTG 35.0 FE -4.3 17 25.0 0.0 8.4 0.0 0.007 TL 71.00 PV Pipe: 17 7.3 1.101 FL 29.00 PF 0.5 14 25.0 0.0 8.5 0.0 2.5 150 FTG 22.0 PE 0.0 15 25.0 0.0 7.9 0.0 0.011 TL 51.00 PV Pipe: 18 13.0 1.101 PL 13.00 PF 0.9 15 25.0 0.0 7.9 0.0 4.4 150 FTG 16.0 FE 0.0 16 25.0 4.9 7.0 13.0 0.031 TL 29.00 PV Pipe: 19 -5.7 1.101 PL 47.00 PF 0.5 15 25.0 0.0 7.9 0.0 1.9 150 FTG 29.0 FE 0.0 17 25.0 0.0 8.4 0.0 0.007 TL 76.00 PV Pipe: 20 0.0 1.101 PL 41.00 PF 0.0 17 25.0 0.0 8.4 0.0 0.0 150 FTG 31.0 FE 0.0 18 25.0 0.0 8.4 0.0 0.000 TL 72.00 PV Pipe: 21 6.0 1.101 PL 41.00 PF 0.5 18 25.0 0.0 8.4 0.0 2.0 150 FTG 22.0 FE 0.0 19 25.0 0.0 8.0 0.0 0.007 TL 63.00 PV Pipe: 22 7.1 1.101 FL 30.00 PF 0.5 14 25.0 0.0 8.5 0.0 2.4 150 FTG 20.0 FE 0.0 19 25.0 0.0 8.0 0.0 0.010 TL 50.00 PV Pipe: 23 13.1 1.101 FL 11.00 FE' 0.8 19 25.0 0.0 8.0 0.0 4.4 150 FTG 15.0 FE 0.0 20 25.0 4.9 7.2 13.1 0.031 TL 26.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-2.SDF JOB TILE: PLAN #3 - 2 HEAD CALC. NOTES (HASS) Calculations were performed by the HASS 8.4 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 0.014 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 65.99 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 Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-2.SDF JOE TITLE: PLAN #3 - 2 HEAD CALC. PAE: 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 WATER SUPPLY ANALYSIS 70.0 1 G A 60.02 U G E 50.0 P. R E S 40.0 S U R E 30.0 0' '_' S '__ '5. • S_S fl_S p . _S_ r _S_ S__S VV . ..) U S__S . S__S SJ 3_SiLL LEGEND 1 Available pressure 65.99 psi @ :31.1 gpm 2 Required pressure 60.31 psi @ 31.1 gpm Source Supply Curve System Demand Curve SO -14.7 ZUU JUU LIUO 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 20.0 S i 10.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/29/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-308-2.SDF JOB TILE: PLAN #3 - 2 HEAD CALC. WATER SUPPLY CURVE 72+ 660 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ * <-65.0 Psi @ 500 gpm I Flow Test Point 60X 54+ P 48+ R I E S I S 42+ U R E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND U I X = Required Water Supply I 60.31 psi @ 31.1 gpm 6+ I 0 = Available Water Supply 65.99 psi @ 31.1 gpm TV +------+--------+--------+---------+-----------+ 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 12 The aii ha e hecit re iii ed toi jp1laretii coinpinuice iS lilt he ('Ilifilli i1iphs iflte Code., mu I 'maids ii t(iCi ill mlslllml'dmcmlsimi. The u's icr iii uiflitm uIIW Iia lC Cii ill siIflhlri n' iii .ij)3)II ill isl1 tir 1 huiImJi i iii' \'III IC C\pli'. uidir'amdmmmmi thal till., CilciS IW is l\ rehes es lilv im her ol L:olllraclor or their ehi!iiieei III arcimeci for sole respomisihilis 11111 (iii Ills aliCe i h sid code' and siidal ds. luwe he hissing comic or for any respssiisihiltv iol 1 sisic es, crisis's, wnlssmoiis sir iiciihsiemice ill bee 'l iii,. ii hIllel or mliii bell ill this review. uiI9 Ri en RI "( )\IMENI) Aih5RI )VAI 11 <ii (sN,MkNl) \lI'i IVAl. S MITH) " ger5 HYDRAULIC CALCULATIONS FOR NEW CREST COURT ** PLAN #1 *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-309 DATE: 9-30-14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Hose STREAM) 20.0 gpm @ 32.6 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66PSI) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE:9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-A.SDF JOB TITLE: PLAN #1 - 1 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 66.0 65.0 500.0 66.0 25.0 64.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 64.2 25.0 2 3.0 - - - - 58.0 - - - 3 3.0 - - - - 54.0 - - - 4 3.0 - - - - 53.6 - - - 5 3.0 - - - - 41.6 - - - 6 3.0 - - - - 41.3 - - - 7 5.0 - - - - 37.8 8 9.0 HOSE STREAM 32.6 5.0 9 15.0 - - - - 29.1 - - - 10 15.0 - - - - 26.3 11 15.0 - - - - 24.6 - - - 12 15.0 - - - - 24.6 - - - 13 23.0 - - - - 18.8 - - - 14 23.0 - - - - 18.8 - - - 15 23.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE:. 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-A.SDF OE TITLE: PLAN #1 - 1 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 25.0 0.995 PL 20.00 PP 4.9 1 0.0 SRCE 64.2 (N/A) 10.3 150 FTG TG FE -1.3 2 3.0 0.0 58.0 0.0 0.168 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 O.O . 58.0 0.0 4.0 psi, 25.0 gpm 3 3.0 0.0 54.0 0.0 Pipe: 3 25.0 1.025 FL 2.00 PF 0.4 3 3.0 0.0 54.0 0.0 9.7 150 FTG 1.0 PE 0.0 4 3.0 0.0 53.6 0.0 0.146 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 53.6 0.0 12.0 psi, 25.0 gpm 5 3.0 0.0 41.6 0.0 Pipe: 5 25.0 1.025 PL 1.00 PP 0.3 5 3.0 0.0 41.6 0.0 9.7 150 FTG 1.0 PE 0.0 6 3.0 0.0 41.3 0.0 0.146 TL 2.00 PV Pipe: 6 25.0 1.394 FL 80.00 PP 2.6 6 3.0 0.0 41.3 0.0 5.3 150 FTG 1.0 PE -0.9 7 5.0 0.0 37.8 0.0 0.033 TL 81.00 PV Pipe: 7 25.0 1.025 PL 5.00 PP 3.5 7 5.0 0.0 37.8 0.0 9.7 150 FTG 19.0 PE -1.7 8 9.0 H.S. 32.6 5.0 0.146 TL 24.00 PV Pipe: 8 20.0 1.101 PL 6.00 PF 0.9 8 9.0 H.S. 32.6 5.0 6.7 150 FTG 7.0 PE -2.6 9 15.0 0.0 29.1 0.0 0.068 TL 13.00 PV Pipe: 9 20.0 1.101 PL 12.00 PP 2.8 9 15.0 0.0 29.1 0.0 6.7 150 FTG 29.0 FE 0.0 10 15.0 0.0 26.3 0.0 0.068 TL 41.00 PV Pipe: 10 9.7 1.101 FL 72.00 PP 1.7 10 15.0 0.0 26.3 0.0 3.3 150 FTG 25.0 FE 0.0 11 15.0 0.0 24.6 0.0 0.018 TL 97.00 PV Pipe: 11 9.7 1.101 PL 77.00 PP 2.3 11 15.0 0.0 24.6 0.0 3.3 150 FTG 51.0 PE -3.5 13 23.0 0.0 18.8 0.0 0.018 TL 128.00 PV Pipe: 12 10.3 1.101 FL 56.00 PP 1.7 10 15.0 0.0 26.3 0.0 3.5 150 FTG 28.0 PE 0.0 12 15.0 0.0 24.6 0.0 0.020 TL 84.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309--A.SDF JOB TITLE: PLAN #1 - 1 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 10.3 1.101 PL 71.00 PF 2.3 12 15.0 0.0 24.6 0.0 3.5 150 FTG 43.0 PE -3.5 13 23.0 0.0 18.8 0.0 0.020 TL 114.00 PV Pipe: 14 0.0 1.101 PL 5.00 PF 0.0 13 23.0 0.0 18.8 0.0 0.0 150 FTG 15.0 PE 0.0 14 23.0 0.0 18.8 0.0 0.000 TL 20.00 PV Pipe: 15 20.0 1.101 PL 17.00 PF 2.2 13 23.0 0.0 18.8 0.0 6.7 150 FTG 15.0 PE 0.0 15 23.0 4.9 16.7 20.0 0.068 TL 32.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 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 0.003 gpm and a maximum imbalance at any node of 0.040 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 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 66.00 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: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-A.SDF JOB TITLE: PLAN #1 - 1 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 ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 tioi 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B 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 WATER SUPPLY ANALYSIS mm "I 70.0 C A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 20.0 S ± 10.0 JL OLLL.. O.J.UU J)DJ £LUW; ZUU.0 gpm LEGEND Available pressure 66.00 psi 8 25.0 gpm 2 Required pressure 64.20 psi @ 25.0 gpm - A. Source Supply Curve B. System Demand Curve - -14.7 1 I I i i i I i I 200 JUU 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/30/2014 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\14-309-A.SDF JOB TITLE: PLAN #1 - 1 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ X * <-65.0 Psi @ 500 gpm I Flow Test Point 60+ 54+ P 48+ R I E S I 5 42+ U R I E I 36+ P I S I 30+ 24+ 18+ 12+ LEGEND I I' X = Required Water Supply 64.20 psi @ 25.0 gpm 6+ VI 0 = Available Water Supply 66.00 psi @ 25.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) .s. SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR NEW CREST COURT *** PLAN #1 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-309 DATE: 9-30-14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 512 sq. ft. 2 sprinklers 26.3 gpm 31.3 gpm (5 gpm Hose STREAM) 26.3 gpm @ 26.8 psi CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66PS1) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: /30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14309.SDF JOB TITLE: 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 66.0 65.0 500.0 66.0 31.3 64.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 64.5 31.3 2 3.0 - - - - 55.8 - - - 3 3.0 - - - - 51.8 4 3.0 51.1 5 3.0 - - - - 39.1 - - - 6 3.0 - - - - 38.7 7 5.0 ---- 33.8 8 9.0 HOSE STREAM 26.8 5.0 9 15.0 - - - - 22.7 10 15.0 - - - - 18.1 11 15.0 - - - - 15.2 12 15.0 - - - - 15.3 13 23.0 - - - - 8.0 14 23.0 K= 4.90 7.4 13.3 15 23.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309.SDF JQE TITLE: 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 31.3 0.995 PL 20.00 PF 7.4 1 0.0 SRCE 64.5 (N/A) 12.9 150 FTG TG PE -1.3 2 3.0 0.0 55.8 0.0 0.256 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 55.8 0.0 4.0 psi, 31.3 gpm 3 3.0 0.0 51.8 0.0 Pipe: 3 31.3 1.025 PL 2.00 PF 0.7 3 3.0 0.0 51.8 0.0 12.2 150 FTG 1.0 PE 0.0 4 3.0 0.0 51.1 0.0 0.221 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 51.1 0.0 12.0 psi, 31.3 gpm 5 3.0 0.0 39.1 0.0 Pipe: 5 31.3 1.025 PL 1.00 PP 0.4 5 3.0 0.0 39.1 0.0 12.2 150 FTG 1.0 PE 0.0 6 3.0 0.0 38.7 0.0 0.221 TL 2.00 PV Pipe: 6 31.3 1.394 PL 80.00 PP 4.0 6 3.0 0.0 38.7 0.0 6.6 150 FTG 1.0 PE -0.9 7 5.0 0.0 33.8 0.0 0.049 TL 81.00 PV Pipe: 7 31.3 1.025 PL 5.00 PF 5.3 7 5.0 0.0 33.8 0.0 12.2 150 FTG 19.0 PS -1.7 8 9.0 H.S. 26.8 5.0 0.221 TL 24.00 PV Pipe: 8 26.3 1.101 PL 6.00 PF 1.5 8 9.0 H.S. 26.8 5.0 8.9 150 FTG 7.0 PE -2.6 9 15.0 0.0 22.7 0.0 0.113 TL 13.00 PV Pipe: 9 26.3 1.101 PL 12.00 PP 4.6 9 15.0 0.0 22.7 0.0 8.9 150 FTG 29.0 PE 0.0 10 15.0 0.0 18.1 0.0 0.113 TL 41.00 PV Pipe: 10 12.7 1.101 PL 72.00 PF 2.8 10 15.0 0.0 18.1 0.0 4.3 150 FTG 25.0 PE 0.0 11 15.0 0.0 15.2 0.0 0.029 TL 97.00 PV Pipe: 11 12.7 1.101 PL 77.00 PF 3.8 11 15.0 0.0 15.2 0.0 4.3 150 FTG 51.0 PE -3.5 13 23.0 0.0 8.0 0.0 0.029 TL 128.00 PV Pipe: 12 13.6 1.101 PL 56.00 PF 2.8 10 15.0 0.0 18.1 0.0 4.6 150 FTG 28.0 PS 0.0 12 15.0 0.0 15.3 0.0 0.033 TL 84.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309.SDF JQB TITLE: PLAN #1 - 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 13.6 1.101 PL 71.00 PF 3.8 12 15.0 0.0 15.3 0.0 4.6 150 FTG 43.0 PE -3.5 13. 23.0 0.0 8.0 0.0 0.033 TL 114.00 PV Pipe: 14 13.3 1.101 PL 5.00 PF 0.6 13 23.0 0.0 8.0 0.0 4.5 150 FTG 15.0 FE 0.0 14 23.0 4.9 7.4 13.3 0.032 TL 20.00 PV Pipe: 15 13.0 1.101 PL 17.00 PF 1.0 13 23.0 0.0 8.0 0.0 4.4 150 FTG 15.0 FE 0.0 15 23.0 4.9 7.0 13.0 0.031 TL 32.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The sysem has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.101 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 65.99 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: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309.SDF JQB TITLE: PLAN #1 - 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 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 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 WATER SUPPLY ANALYSIS 70.0 G A 60.0 U G E 50.0 P R S S 40.0 S U R E 30.0 20.0 S i 10.0 bLaLlu: oo.uu Pbj ttwu; ou.w 1)bi ciuw. JVU.0 yplu LEGEND 1 Available pressure 65.99 psi @ 31.3 gpm 2 Required pressure 64.52 psi 9 31.3 gpm - A. Source Supply Curve B. System Demand Curve - 200 300 400 500 600 700 BUD UU 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated valuesfrom Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309.SDF JOE TI'TLE: PLAN #1 - 2 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ x * <-65.0 psi @ 500 gpm Flow Test Point 60+ 54+ P 48+ R I E S S 42+ U H E 36+ P S I 30+ ) I 24+ 18+ 12+ LEGEND I TI I X = Required Water Supply 64.52 psi @ 31.3 gpm 6+ I 0 = Available Water Supply 65.99 psi @ 31.3 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYNONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR NEW CREST COURT PLAN #2 REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-309 DATE: 9-30-14 -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 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Rose STREAM) 20.0 gpm @ 31.3 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66PSI) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-E.SDF JOB TITLE: PLAN #2 - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GEM) (PSI) (GPM) (PSI) 1 66.0 65.0 500.0 66.0 25.0 62.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 62.9 25.0 2 3.0 - - - - 56.7 - - - 3 3.0 - - - - 52.7 - - - 4 3.0 - - - - 52.3 - - - 5 3.0 - - - - 40.3 - - - 6 3.0 - - - - 40.0 7 5.0 - - - - 36.5 - - - 8 9.0 HOSE STREAM 31.3 5.0 9 15.0 - - - - 27.8 - - - 10 15.0 - - - - 26.1 - - - 11 15.0 - - - - 24.4 - - - 12 15.0 - - - - 24.4 - - - 13 15.0 - - - - 24.4 - - - 14 25.0 - - - - 20.1 - - - 15 25.0 ---- 18.3 16 25.0 - - - - 18.8 - - - 17 25.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE:, 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\I-IASS83\14-309-B.SDF JOE TITLE: PLAN #2 - 1 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 25.0 0.995 PL 20.00 PF 4.9 1 0.0 SRCE 62.9 (N/A) 10.3 150 FTG TG PE -1.3 2 3.0 0.0 56.7 0.0 0.169 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 56.7 0.0 4.0 psi, 25.0 gpm 3 3.0 0.0 52.7 0.0 Pipe: 3 25.0 1.025 PL 2.00 PF 0.4 3 3.0 0.0 52.7 0.0 9.7 150 FTG 1.0 PE 0.0 4 3.0 0.0 52.3 0.0 0.146 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 52.3 0.0 12.0 psi, 25.0 gpm 5 3.0 0.0 40.3 0.0 Pipe: 5 25.0 1.025 PL 1.00 PF 0.3 5 3.0 0.0 40.3 0.0 9.7 150 FTG 1.0 PE 0.0 6 3.0 0.0 40.0 0.0 0.146 TL 2.00 PV Pipe: 6 25.0 1.394 PL 80.00 PF 2.6 6 3.0 0.0 40.0 0.0 5.3 150 FTG 1.0 PE -0.9 7 5.0 .0.0 36.5 0.0 0.033 TL 81.00 PV Pipe: 7 25.0 1.025 PL 5.00 PF 3.5 7 5.0 0.0 36.5 0.0 9.7 150 FTG 19.0 PE -1.7 8 9.0 H.S. 31.3 5.0 0.146 TL 24.00 PV Pipe: 8 20.0 1.101 PL 6.00 PF 0.9 8 9.0 H.S. 31.3 5.0 6.7 150 FTG 7.0 PE -2.6 9 15.0 0.0 27.8 0.0 0.068 TL 13.00 PV Pipe: 9 20.0 1.101 PL 9.00 PF 1.6 9 15.0 0.0 27.8 0.0 6.7 150 FTG 15.0 PE 0.0 10 15.0 0.0 26.1 0.0 0.068 TL 24.00 PV Pipe: 10 9.0 1.101 PL 60.00 PF 1.7 10 15.0 0.0 26.1 0.0 3.0 150 FTG 51.0 PE 0.0 11 15.0 0.0 24.4 0.0 0.015 TL 111.00 PV Pipe: 11 -0.1 1.101 PL 82.00 PF 0.0 11 15.0 0.0 24.4 0.0 0.0 150 FTG 36.0 PE 0.0 12 15.0 0.0 24.4 0.0 0.000 TL 118.00 PV Pipe: 12 -0.1 1.101 PL 58.00 PF 0.0 12 15.0 0.0 24.4 0.0 0.0 150 FTG 23.0 PE 0.0 13 15.0 0.0 24.4 0.0 0.000 TL 81.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-B.SDF JOB TITLE: PLAN #2 - 1 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 11.0 1.101 PL 42.00 PF 1.7 10 15.0 0.0 26.1 0.0 3.7 150 FTG 34.0 PE -4.3 14 25.0 0.0 20.1 0.0 0.023 TL 76.00 PV Pipe: 14 -0.1 1.101 FL 20.00 PF 0.0 13 15.0 0.0 24.4 0.0 0.0 150 FTG 27.0 PE -4.3 14 25.0 0.0 20.1 0.0 0.000 TL 47.00 PV Pipe: 15 9.1 1.101 PL 60.00 PF 1.8 11 15.0 0.0 24.4 0.0 3.1 150 FTG 53.0 PE -4.3 15 25.0 0.0 18.3 0.0 0.016 TL 113.00 PV Pipe: 16 10.9 1.101 PL 17.00 PF 1.3 14 25.0 0.0 20.1 0.0 3.7 150 FTG 41.0 PE 0.0 16 25.0 0.0 18.8 0.0 0.022 TL 58.00 PV Pipe: 17 10.9 1.101 FL 9.00 PF 0.5 16 25.0 0.0 18.8 0.0 3.7 150 FTG 14.0 FE 0.0 15 25.0 0.0 18.3 0.0 0.022 TL 23.00 PV Pipe: 18 20.0 1.101 PL 9.00 PF 1.6 15 25.0 0.0 18.3 0.0 6.7 150 FTG 15.0 FE 0.0 17 25.0 4.9 16.7 20.0 0.068 TL 24.00 PV NOTES (HASS): Calculations were performed by the HASS 8.4 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 atany node of 0.081 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 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 66.00 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/30/2O14 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\14-309-B.SDF IOB TITLE: PLAN #2 - 1 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 ChkViv BfyViv GatViv AimChk DPViv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAE: 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 WATER SUPPLY ANALYSIS 70.0 1 G 2 A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 .1 I.._ I. ..I ' • II LI . LI LI D _L £\ _L LI . LI J . LI LI L L .L I.) W . ._) L) LI . L/ U 1JR1 LEGEND 1 Available pressure 66.00 psi @ 25.0 gpm 2 Required pressure 62.90 psi @ 25.0 gpm Source Supply Curve System Demand Curve [1W1 -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 20.0 S ± 10.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-B.SDF JOB TITLE: PLAN #2 - 1 HEAD CALC. WATER SUPPLY CURVE 72+ I * <-65.0 Psi @ 500 gpm X Flow Test Point 60+ 54+ P 48+ R E I S I S 42+ U I E 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND I 'I I X = Required Water Supply I 62.90 psi @ 25.0 gpm 0 = Available Water Supply 66.00 psi @ 25.0 gpm ot--------------------- ---+---------+--------+---------+-----------+ 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 NEW CREST COURT *** PLAN #2 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-309 DATE: 9-30-14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: 512 sq. ft. 2 sprinklers 26.7 gpm 31.7 gpm (5 gpm Hose STREAM) 26.7 gpm @ 24.5 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66PSI) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-1.SDF JOB TtTLE: PLAN #2 - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQTD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 66.0 65.0 500.0 66.0 31.7 62.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 62.6 31.7 2 3.0 - - - - 53.7 - - - 3 3.0 - - - - 49.7 - - - 4 3.0 - - - - 49.0 - - - 5 3.0 - - - - 37.0 - - - 6 3.0 - - - - 36.6 - - - 7 5.0 - - - - 31.6 8 9.0 HOSE STREAM 24.5 5.0 9 15.0 - - - - 20.4 - - - 10 15.0 - - - - 17.6 - - - 11 15.0 - - - - 14.7 - - - 12 15.0 - ---. 14.7 13 15.0 - - - - 14.6 14 25.0 - - - - 10.3 15 25.0 - - - - 7.8 - - - 16 25.0 K= 4.90 7.8 13.7 17 25.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-3091.SDF JOB TITLE: PLAN #2 - 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 31.7 0.995 PL 20.00 PF 7.6 1 0.0 SRCE 62.6 (N/A) 13.1 150 FTG TG PE -1.3 2 3.0 0.0 53.7 0.0 0.261 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 53.7 0.0 4.0 psi, 31.7 gpm 3 3.0 0.0 49.7 0.0 Pipe: 3 31.7 1.025 PL 2.00 PF 0.7 3 3.0 0.0 49.7 0.0 12.3 150 FTG 1.0 PE 0.0 4 3.0 0.0 49.0 0.0 0.226 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 49.0 0.0 12.0 psi, 31.7 gpm 5 3.0 0.0 37.0 0.0 Pipe: 5 31.7 1.025 PL 1.00 PF 0.5 5 3.0 0.0 37.0 0.0 12.3 150 FTG 1.0 PE 0.0 6 3.0 0.0 36.6 0.0 0.226 TL 2.00 PV Pipe: 6 31.7 1.394 PL 80.00 PF 4.1 6 3.0 0.0 36.6 0.0 6.7 150 FTG 1.0 PH -0.9 7 5.0 0.0 31.6 0.0 0.050 TL 81.00 PV Pipe: 7 31.7 1.025 PL 5.00 PF 5.4 7 5.0 0.0 31.6 0.0 12.3 150 FTG 19.0 PH -1.7 8 9.0 H.S. 24.5 5.0 0.226 TL 24.00 PV Pipe: 8 26.7 1.101 PL 6.00 PF 1.5 8 9.0 H.S. 24.5 5.0 9.0 150 FTG 7.0 PE -2.6 9 15.0 0.0 20.4 0.0 0.116 TL 13.00 PV Pipe: 9 26.7 1.101 PL 9.00 PF 2.8 9 15.0 0.0 20.4 0.0 9.0 150 FTG 15.0 PE 0.0 10 15.0 0.0 17.6 0.0 0.116 TL 24.00 PV Pipe: 10 11.9 1.101 PL 60.00 PH 2.9 10 15.0 0.0 17.6 0.0 4.0 150 FTG 51.0 PE 0.0 11 15.0 0.0 14.7 0.0 0.026 TL 111.00 PV Pipe: 11 0.9 1.101 PL 82.00 PF 0.0 11 15.0 0.0 14.7 0.0 0.3 150 FTG 36.0 PH 0.0 12 15.0 0.0 14.7 0.0 0.000 TL 118.00 PV Pipe: 12 0.9 1.101 PL 58.00 PH 0.0 12 15.0 0.0 14.7 0.0 0.3 150 FTG 23.0 PH 0.0 13 15.0 0.0 14.6 0.0 0.000 TL 81.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-3091.SDF JOB TtTLE: 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 14.8 1.101 FL 42.00 PF 2.9 10 15.0 0.0 17.6 0.0 5.0 150 FTG 34.0 PE -4.3 14 25.0 0.0 10.3 0.0 0.039 TL 76.00 PV Pipe: 14 0.9 1.101 PL 20.00 PF 0.0 13 15.0 .0.0 14.6 0.0 0.3 150 FTG 27.0 FE -4.3 14 25.0 0.0 10.3 0.0 0.000 TL 47.00 PV Pipe: 15 11.1 1.101 PL 60.00 PF 2.6 11 15.0 0.0 14.7 0.0 3.7 150 FTG 53.0 PE -4.3 15 25.0 0.0 7.8 0.0 0.023 TL 113.00 PV Pipe: 16 15.6 1.101 PL 17.00 PF 2.5 14 25.0 0.0 10.3 0.0 5.3 150 FTG 41.0 PE 0.0 16 25.0 4.9 7.8 13.7 0.043 TL 58.00 PV Pipe: 17 1.9 1.101 FL 9.00 PF 0.0 16 25.0 4.9 7.8 13.7 0.7 150 FTG 14.0 PE 0.0 15 25.0 0.0 7.8 0.0 0.001 TL 23.00 PV Pipe: 18 13.0 1.101 FL 9.00 PF 0.7 15 25.0 0.0 7.8 0.0 4.4 150 FTG 15.0 FE 0.0 17 25.0 4.9 7.0 13.0 0.031 TL 24.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 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 0.006 gpm and a maximum. imbalance at any node of 0.102 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.1 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 65.99 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309--1.SDF JOB TiTLE: PLAN #2 - 2 HEAD CALC. 11 (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 LngEfl ChkVlv BfyViv GatViv AlmChk DPViv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 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 WATER SUPPLY ANALYSIS 70.0 1 G 2 A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 DLdL±L; OO.u'J PbI n.Lu; OJ.UU pL riuw; JUU.0 YPILI LEGEND 1 Available pressure 65.99 psi 9 31.7 gpm 2 Required pressure 62.57 psi 9 31.7 gpm -A. Source Supply Curve B. System Demand Curve - 20.0 S i 10.0 -14.71 I I I I 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-1.SDF JOB TITLE: PLAN #2 - 2 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ * <-65.0 Psi @ 500 gpm X Flow Test Point 60+ 54+ P 48+ R E I S I S 42+ U I R E 36+ ( I P S I I 30+ 24+ 18+ 12+ LEGEND IT IT I X = Required Water Supply 11 62.57 psi @ 31.7 gpm it 6+ if I 0 = Available Water Supply if 65.99 psi @ 31.7 gpm IV 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GEM) SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR NEW CREST COURT *** PLAN #3 REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-309 DATE: 9-30-14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ NODE 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL FLOW: WATER DEPARTMENT .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Hose STREAM) 20.0 gpm @ 31.0 psi CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66P51) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-C.SDF JOB TITLE: ELAN #3 - 1 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GEM) (PSI) (GPM) (PSI) 1 66.0 65.0 500.0 66.0 25.0 62.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GEM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GEM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 0.0 2 3.0 3 3.0 4 3.0 5 3.0 6 3.0 7 5.0 8 9.0 9 15.0 10 15.0 11 15.0 12 15.0 13 15.0 14 25.0 15 25.0 16 25.0 17 25.0 18 25.0 19 25.0 20 25.0 NODE TYPE PRESSURE DISCHARGE (PSI) (GEM) SOURCE 62.7 25.0 - - - - 56.5 - - - - - - - 52.5 - - - - - - - 52.0 - - - - - - - 40.0 - - - - - - - .39.7 - - - - - - - 36.2 - - - HOSE STREAM 31.0 5.0 27.5 - - - - 24.9 - - - - - - - 24.6 - - - - - - - 24.1 - - - - - - - 24.1 - - - - - - - 19.6 - - - - - - - 19.6 - - - - - - - 19.6 - - - - - - - 19.6 - - - - - - - 19.4 - - - - - - - 18.4 - - - K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HA5583\14-309-C.SDF JOB TETLE: PLAN #3 - 1 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 25.0 0.995 PL 20.00 PF 4.9 1 0.0 SRCE 62.7 (N/A) 10.3 150 FTG TG PE -1.3 2 3.0 0.0 56.5 0.0 0.169 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 56.5 0.0 4.0 psi, 25.0 gprn 3 3.0 0.0 52.5 0.0 Pipe: 3 25.0 1.025 PL 2.00 PF 0.4 3 3.0 0.0 52.5 0.0 9.7 150 FTG 1.0 PE 0.0 4 3.0 0.0 52.0 0.0 0.146 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 52.0 0.0 12.0 psi, 25.0 gpm 5 3.0 0.0 40.0 0.0 Pipe: 5 25.0 1.025 PL 1.00 PF 0.3 5 3.0 0.0 40.0 0.0 9.7 150 FTG 1.0 PE 0.0 6 3.0 0.0 39.7 0.0 0.146 TL 2.00 PV Pipe: 6 25.0 1.394 PL 80.00 PF 2.6 6 3.0 0.0 39.7 0.0 5.3 150 FTG 1.0 PE -0.9 7 5.0 0.0 36.2 0.0 0.033 TL 81.00 PV Pipe: 7 25.0 1.025 PL 5.00 PF 3.5 7 5.0 0.0 36.2 0.0 9.7 150 FTG 19.0 FE -1.7 8 9.0 H.S. 31.0 5.0 0.146 TL 24.00 PV Pipe: 8 20.0 1.101 PL 6.00 PF 0.9 8 9.0 H.S. 31.0 5.0 6.7 150 FTG 7.0 FE -2.6 9 15.0 0.0 27.5 0.0 0.068 TL 13.00 PV Pipe: 9 20.0 1.101 FL 10.00 PF 2.7 9 15.0 0.0 27.5 0.0 6.7 150 FTG 29.0 FE 0.0 10 15.0 0.0 24.9 0.0 0.068 TL 39.00 PV Pipe: 10 9.2 1.101 FL 6.00 PF 0.3 10 15.0 0.0 24.9 0.0 3.1 150 FTG 13.0 FE 0.0 11 15.0 0.0 24.6 0.0 0.016 TL 19.00 PV Pipe: 11 4.4 1.101 FL 72.00 PF 0.5 11 15.0 0.0 24.6 0.0 1.5 150 FTG 40.0 FE 0.0 12 15.0 0.0 24.1 0.0 0.004 TL 112.00 FV Pipe: 12 -1.1 1.101 FL 27.00 PF 0.0 12 15.0 0.0 24.1 0.0 0.4 150 FTG 14.0 FE 0.0 13 15.0 0.0 24.1 .0.0 0.000 TL 41.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/30/2014 C:\FROGRAM FILES\HRS SYSTEMS\HASS83\14-309-C.SDF JOE TITLE: PLAN #3 - 1 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 4.8 1.101 PL 64.00 PF 0.4 11 15.0 0.0 24.6 0.0 1.6 150 FTG 28.0 PE 0.0 13 15.0 0.0 24.1 0.0 0.005 TL 92.00 PV Pipe: 14 10.8 1.101 PL 17.00 PF 1.0 10 15.0 0.0 24.9 0.0 3.7 150 FTG 27.0 FE -4.3 14 25.0 0.0 19.6 0.0 0.022 TL 44.00 PV Pipe: 15 5.4 1.101 PL 31.00 PF 0.4 12 15.0 0.0 24.1 0.0 1.8 150 FTG 33.0 FE -4.3 18 25.0 0.0 19.4 0.0 0.006 TL 64.00 PV Pipe: 16 3.7 1.101 PL 36.00 PF 0.2 13 15.0 0.0 24.1 0.0 1.3 150 FTG 35.0 PE -4.3 17 25.0 0.0 19.6 0.0 0.003 TL 71.00 PV Pipe: 17 -0.3 1.101 FL 29.00 PF 0.0 14 25.0 0.0 19.6 0.0 0.1 150 FTG 22.0 FE 0.0 15 25.0 0.0 19.6 0.0 0.000 TL 51.00 PV Pipe: 18 0.0 1.101 FL 13.00 PF 0.0 15 25.0 0.0 19.6 0.0 0.0 150 FTG 16.0 FE 0.0 16. 25.0 0.0 19.6 0.0 0.000 TL 29.00 PV Pipe: 19 -0.3 1.101 FL 47.00 FE' 0.0 15 25.0 0.0 19.6 0.0 0.1 150 FTG 29.0 FE 0.0 17 25.0 0.0 19.6 0.0 0.000 TL 76.00 PV Pipe: 20 3.5 1.101 FL 41.00 FE' 0.2 17 25.0 0.0 19.6 0.0 1.2. 150 FTG 31.0 PE 0.0 18 25.0 0.0 19.4 0.0 0.003 TL 72.00 PV Pipe: 21 8.9 1.101 FL 41.00 PF 1.0 18 25.0 0.0 19.4 0.0 3.0 150 FTG 22.0 FE 0.0 19 25.0 0.0 18.4 0.0 0.015 TL 63.00 PV Pipe: 22 11.1 1.101 FL 30.00 PF 1.1 14 25.0 0.0 19.6 0.0 3.7 150 FTG 20.0 FE 0.0 19 25.0 0.0 18.4 0.0 0.023 TL 50.00 PV Pipe: 23 20.0 1.101 FL 11.00 FE' 1.8 19 25.0 0.0 18.4 0.0 6.7 150 FTG 15.0 FE 0.0 20 25.0 4.9 16.7 20.0 0.068 TL 26.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-C.SDF OB TITLE: PLAN #3 - 1 HEAD CALC. NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 65 9- 97 60 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 0.089 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 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 66.00 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 LngEli ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-C.SDF OB TITLE: PLAN #3 - 1 HEAD CALC. 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 E:Lswi 1 G 2 A 60.0 U G E 50.0 P R E S 40.0 S U R E 30.0 WATER SUPPLY ANALYSIS Static: 66.00 psi Resid: 65.00 psi Flow: 500.0 gpm LEGEND 1 Available pressure 66.00 psi 8 25.0 gpm 2 Required pressure 62.66 psi @ 25.0 gpm Source Supply Curve System Demand Curve P 20.0 S i E -14.71 I I I 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-C.SDF cOB'TITLE: PLAN #3 - 1 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ * <-65.0 Psi @ 500 gpm X Flow Test Point 60+ 54+ P 48+ R I S I S S 42+ U R I E 36+ P S I I 30+ 24+ 18+ 12+ LEGEND TV 'I I X = Required Water Supply TV I 62.66 psi @ 25.0 gpm TV 6+ if I 0 = Available Water Supply I 66.00 psi @ 25.0 gpm 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 NEW CREST COURT PLAN #3 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-309 DATE: 9-30-14 -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 8 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: RIM .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.1 gpm 31.1 gpm (5 gpm Hose STREAM) 26.1 gpm @ 22.8 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 74 psi (-10% 66P51) 73 psi 500 gpm CARLSBAD WATER 8-25-14 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/30/2O14 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-2.SDF J,OBTITLE: PLAN #3 - 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 66.0 65.0 500.0 66.0 31.1 60.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 60.3 31.1 2 3.0 - - - - 51.7 - - - 3 3.0 - - - 47.7 - - - 4 3.0 - - - - 47.0 5 3.0 - - - - 35.0 6 3.0 - - - - 34.6 7 5.0 - - - - 29.8 - - - 8 9.0 HOSE STREAM 22.8 5.0 9 15.0 - - - - 18.8 - - - 10 15.0 - - - - 14.4 - - - 11 15.0 - - - 13.9 - - - 12 15.0 - --- 13.2 13 15.0 - - - - 13.2 14 25.0 - - - - 8.5 - - - 15 25.0 - - - - 7.9 - - - 16 25.0 K= 4.90 7.0 13.0 17 25.0 - - - - 8.4 - - - 18 25.0 - - - - 8.4 - - - 19 25.0 - --- 8.0 20 25.0 K= 4.90 7.2 13.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-2.SDF OE"TITLE: 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 31.1 0.995 PL 20.00 PF 7.3 1 0.0 SRCE 60.3 (N/A) 12.8 150 FTG TG PE -1.3 2 3.0 0.0 51.7 0.0 0.252 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 51.7 0.0 4.0 psi, 31.1 gpm 3 3.0 0.0 47.7 0.0 Pipe: 3 31.1 1.025 PL 2.00 PF 0.7 3 3.0 0.0 47.7 0.0 12.1 150 FTG 1.0 PE 0.0 4 3.0 0.0 47.0 0.0 0.218 TL 3.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 3.0 0.0 47.0 0.0 12.0 psi, 31.1 gpm 5 3.0 0.0 35.0 0.0 Pipe: 5 31.1 1.025 PL 1.00 PF 0.4 5 3.0 0.0 35.0 0.0 12.1 150 FTG 1.0 PE 0.0 6 3.0 0.0 34.6 0.0 0.218 TL 2.00 PV Pipe: 6 31.1 1.394 PL 80.00 PF 4.0 6 3.0 0.0 34.6 0.0 6.5 150 FTG 1.0 PE -0.9 7 5.0 0.0 29.8 0.0 0.049 TL 81.00 PV Pipe: 7 31.1 1.025 PL 5.00 PF 5.2 7 5.0 0.0 29.8 0.0 12.1 150 FTG 19.0 PE -1.7 8 9.0 H.S. 22.8 5.0 0.218 TL 24.00 PV Pipe: 8 26.1 1.101 PL 6.00 PF 1.4 8 9.0 H.S. 22.8 5.0 8.8 150 FTG 7.0 PE -2.6 9 15.0 0.0 18.8 0.0 0.111 TL 13.00 PV Pipe: 9 26.1 1.101 PL 10.00 PF 4.3 9 15.0 0.0 18.8 0.0 8.8 150 FTG 29.0 PE 0.0 10 15.0 0.0 14.4 0.0 0.111 TL 39.00 PV Pipe: 10 11.7 1.101 PL 6.00 PF 0.5 10 15.0 0.0 14.4 0.0 3.9 150 FTG 13.0 PE 0.0 11 15.0 0.0 13.9 0.0 0.025 TL 19.00 PV Pipe: 11 5.6 1.101 PL 72.00 PF 0.7 11 15.0 0.0 13.9 0.0 1.9 150 FTG 40.0 PE 0.0 12 15.0 0.0 13.2 0.0 0.006 TL 112.00 PV Pipe: 12 -0.5 1.101 PL 27.00 PF 0.0 12 15.0 0.0 13.2 0.0 0.2 150 FTG 14.0 PE 0.0 13 15.0 0.0 13.2 0.0 0.000 TL 41.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-2.SDF 3OB'TITLE: 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 6.2 1.101 PL 64.00 PF 0.7 11 15.0 0.0 13.9 0.0 2.1 150 FTG 28.0 PE 0.0 13 15.0 0.0 13.2 0.0 0.008 TL 92.00 PV Pipe: 14 14.4 1.101 PL 17.00 PF 1.6 10 15.0 0.0 14.4 0.0 4.9 150 FTG 27.0 PE -4.3 14 25.0 0.0 8.5 0.0 0.037 TL 44.00 PV Pipe: 15 6.0 1.101 PL 31.00 PF 0.5 12 15.0 0.0 13.2 0.0 2.0 150 FTG 33.0 PH -4.3 18 25.0 0.0 8.4 0.0 0.007 TL 64.00 PV Pipe: 16 5.7 1.101 PL 36.00 PF 0.5 13 15.0 0.0 13.2 0.0 1.9 150 FTG 35.0 PE -4.3 17 25.0 0.0 8.4 0.0 0.007 TL 71.00 PV Pipe: 17 7.3 1.101 PL 29.00 PF 0.5 14 25.0 0.0 8.5 0.0 2.5 150 FTG 22.0 PH 0.0 15 25.0 0.0 7.9 0.0 0.011 TL 51.00 PV Pipe: 18 13.0 1.101 PL 13.00 PF 0.9 15 25.0 0.0 7.9 0.0 4.4 150 FTG 16.0 PE 0.0 16 25.0 4.9 7.0 13.0 0.031 TL 29.00 PV Pipe: 19 -5.7 1.101 PL 47.00 PF 0.5 15 25.0 0.0 7.9 0.0 1.9 150 FTG 29.0 PE 0.0 17 25.0 0.0 8.4 0.0 0.007 TL 76.00 PV Pipe: 20 0.0 1.101 FL 41.00 PF 0.0 17 25.0 0.0 8.4 0.0 0.0 150 FTG 31.0 PH 0.0 18 25.0 0.0 8.4 0.0 0.000 TL 72.00 PV Pipe: 21 6.0 1.101 PL 41.00 PP 0.5 18 25.0 0.0 8.4 0.0 2.0 150 FTG 22.0 PE 0.0 19 25.0 0.0 8.0 0.0 0.007 TL 63.00 PV Pipe: 22 7.1 1.101 PL 30.00 PF 0.5 14 25.0 0.0 8.5 0.0 2.4 150 FTG 20.0 PE 0.0 19 25.0 0.0 8.0 0.0 0.010 TL 50.00 PV Pipe: 23 13.1 1.101 PL 11.00 PP 0.8 19 25.0 0.0 8.0 0.0 4.4 150 FTG 15.0 PH 0.0 20 25.0 4.9 7.2 13.1 0.031 TL 26.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-3092.SDF J9B°'TITLE: PLAN #3 - 2 HEAD CALC. NOTES (HASS): Calculations were performed by the HASS 8.4 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 0.014 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 65.99 psi compared to the minimum required pressure of 20.00 psi. (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 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 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 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-2.SDF JB'TTLE: PLAN #3 - 2 HEAD CALC. 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 WATER SUPPLY ANALYSIS Static: 66.00 psi Resid: 65.00 psi Flow: 500.0 gpm LEGEND 1 Available pressure 65.99 psi @ 31.1 gpm 2 Required pressure 60.31 psi @ 31.1 gpm P. Source Supply Curve B. System Demand Curve [:I•W• 70.0 1 G A 60.02 U G E 50.0 P R B S 40.0 S U R E 30.0 20.0 S i 10.0 -14.7 200 300 400 500 600 700 BOO UU FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/30/2014 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\14-309-2.SDF JOBTtTLE: PLAN #3 - 2 HEAD CALC. WATER SUPPLY CURVE 72+ 660\\\\\\\\\\\\\\\\\ * <-65.0 Psi @ 500 gpm I Flow Test Point 60X 54+ P 48+ R I E S I S 42+ U R E I 36+ P S I I 30+ 24+ 18+ 12+ LEGEND I IT I X = Required Water Supply it 60.31 psi @ 31.1 gpm IV 6+ I 0 = Available Water Supply 65.99 psi @ 31.1 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)