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Home My WebLink About2487 WELLSPRING ST; ; AS16001412/19/23, 4:47 PM AS160014 Permit Data City of Carlsbad Sprinkler Permit 2487 WELLSPRING Job Address: ST Permit Type: SPRINK Parcel No: 2081929200 Lot #: 208 Reference No.: Permit No: AS160014 Status: APPROVED Applied 1/20/2016 Approved: 1/20/2016 Issued: 1/20/2016 PC #: Inspector: Project Title: 2487 WELLSPRINGS ST 2,984 SF LIV; 429 SF GARAGE; 273 SF DECK 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 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 These PlansIl LICENSE C16-682025 with the current applicable Wile; and 1,lii rtls in net 14 cI Ill r,tcol nti Lit ilt/i' ltk re' ic' ill uptlIt t ir tptteIti)iI tin btill illfli! pertitit ith the r\[less uittkittttidiii th.tt tIt 10 10% ill nt %%a%relies e he nt net ti Citill kin or their 111c,5t0ni11 cltlIieer in .ir httect tin tle respitnihilit for full Compliance n it h ,at&I e des and slandalds. 111CIllijillL the huildttt eti(le or fur any iespcitiihilI for d,4iClCllLiCN. errors 01 is'uittt or itegi ieutcc in these plaits tether or not noted ill tilts review. (tile: / iç / l()'lt5lENl) APPROVAL Ri1()XI MlNl) AI'l'l( i\AI.. AS NOT}l) HYDRAULIC CALCULATIONS FOR THE VISTAS ** PLAN #1 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-329 DATE: 1-18-16 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 27.6 gpm 32.6 gpm (5 gpm Hose STREAM) 27.6 gpm @ 48.8 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 128 psi-(10% 115 PSI) 129 psi 500 gpm CARLSBAD WATER 12-10-15 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: CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA - AS160014_2487 WELLSPRING ST AS160013_2491 WELLSPRING ST AS160012_2495 WELLSPRING ST SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329.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) 1 115.0 114.0 500.0 115.0 32.6 71.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.8 32.6 2 3.0 - - - - 59.8 - - - 3 3.0 - - - - 55.8 4 7.0 HOSE STREAM 48.8 5.0 5 13.0 - - - - 44.6 6 13.0 - - - - 40.7 - - - 7 13.0 - - - - 32.6 8 13.0 - - - - 33.6 9 13.0 - - - - 26.5 10 16.0 K= 4.90 8.9 14.6 11 13.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329.SDF JOB 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 32.6 0.995 PL 30.00 PF 10.7 1 0.0 SRCE 71.8 (N/A) 13.5 150 FTG TG PE -1.3 2 3.0 0.0 59.8 0.0 0.275 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 59.8 0.0 4.0 psi, 32.6 gpm 3 3.0 0.0 55.8 0.0 Pipe: 3 32.6 1.263 PL 60.00 PF 5.2 3 3.0 0.0 55.8 0.0 8.3 150 FTG 1.0 PE -1.7 4 7.0 H.S. 48.8 5.0 0.086 -TL 61.00 PV Pipe: 4 27.6 1.101 FL 6.00 PF 1.6 4 7.0 H.S. 48.8 5.0 9.3 150 FTG 7.0 FE -2.6 5 13.0 0.0 44.6 0.0 0.123 TL 13.00 PV Pipe: 5 27.6 1.101 PL 9.00 PF 3.8 5 13.0 0.0 44.6 0.0 9.3 150 FTG 22.0 PE 0.0 6 13.0 0.0 40.7 0.0 0.123 TL 31.00 PV Pipe: 6 13.3 0.874 PL 60.00 PF 8.2 6 13.0 0.0 40.7 0.0 7.1 150 FTG 23.0 PE 0.0 7 13.0 0.0 32.6 0.0 0.098 TL 83.00 PV Pipe: 7 13.3 0.874 FL 33.00 PF 6.1 7 13.0 0.0 32.6 0.0 7.1 150 FTG 29.0 FE 0.0 9 13.0 0.0 26.5 0.0 0.098 TL 62.00 PV Pipe: 8 14.3 0.874 FL 36.00 PF 7.2 6 13.0 0.0 40.7 0.0 7.6 150 FTG 28.0 PE 0.0 8 13.0 0.0 33.6 0.0 0.112 TL 64.00 PV Pipe: 9 14.3 0.874 FL 34.00 PF 7.1 8 13.0 0.0 33.6 0.0 7.6 150 FTG 29.0 PE 0.0 9 13.0 0.0 26.5 0.0 0.112 TL 63.00 PV Pipe: 10 27.6 0.874 FL 16.00 PF 16.3 9 13.0 0.0 26.5 0.0 14.8 150 FTG 27.0 FE -1.3 10 16.0 4.9 8.9 14.6 0.380 TL 43.00 PV Pipe: 11 13.0 0.874 FL 11.00 PF 3.1 10 16.0 4.9 8.9 14.6 7.0 150 FTG 22.0 FE 1.3 11 13.0 4.9 7.0 13.0 0.094 TL 33.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329.SDF JOB TITLE: PLAN #1 - 2 HEAD CALC. 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 0.132 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.8 ft/sec at pipe 10. 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 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 1.263 1.95 3.90 1.30 4.55 3.90 0.65 6.50 6.50 3.90 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 0 LU (D lw E 0 4-1 U) a) -1 OLO (j (1a4 W (94J -1 0 0 r34 P -I-, 0 0 4) (a 0 -ri SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329.SDF JOB TITLE: PLAN #1 - 2 HEAD CALC. 0 0 LU W a. E - a) OOO ) -l.D a) ) (n(..J ::j •H U)() rnc.'ja.n a) 0 W a. )CJD a)U) HWE H 0. U) U _lz '0- G) 04-) Il r-1 (31 -1 U) -loo>, ( -H r- Ci)U) (a 0'• H H WH 24 -1 I i H C'J D I) I 1) I -I I ) 0 0 H H (N 0 0 0 0 0 0 0 0 0 0 0 0 ('1 0 00 '-0 v ('4 H H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/18/2016 C:\PROGRAM FILES\I-IRS SYSTEMS\HASS83\15-329.SDF JOB TITLE: PLAN #1 - 2 HEAD CALC. WATER SUPPLY CURVE 120+ 0\\\\\\\\\\\\\\\\\* <-114.0 psi @ 500 gpm Flow Test Point 110+ 100+ 90+ P 80+ R E I S X S 70+ U I R E I 60+ ( I P I S I I 50+ ) I 40+ 30+ 20+ LEGEND I X = Required Water Supply 71.79 psi @ 32.6 gpm 10+ I 0 = Available Water Supply " 114.99 psi @ 32.6 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 THE VISTAS *** PLAN #1X *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-329 DATE: 1-18-16 -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 26.5 gpm 36.0 gpm (5 gpm Hose STREAM) 26.5 gpm @ 36.0 psi Mo CANDI CAUDILLO CARLSBAD FIRE DEPT. 128 psi-(10% 115 PSI) 129 psi 500 gpm CARLSBAD WATER 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-32-1.SDF JOB TITLE: 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 31.5 58.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 58.0 31.5 2 3.0 - - - - 46.7 - - - 3 3.0 - - - - 42.7 - - - 4 7.0 HOSE STREAM 36.0 5.0 5 13.0 - - - - 31.9 6 13.0 - - - - 28.4 7 13.0 - - - - 22.6 8 13.0 - - - - 22.3 - - - 9 26.0 - - - - 10.7 - - - 10 26.0 - - - - 9.1 11 26.0 K= 4.90 7.0 13.0 12 26.0 - - - - 9.6 13 26.0 K= 4.90 7.6 13.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-32-1.SDF JOB TITLE: 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 31.5 0.995 PL 30.00 PF 10.1 1 0.0 SRCE 58.0 (N/A) 13.0 150 FTG TG PE -1.3 2 3.0 0.0 46.7 0.0 0.258 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 46.7 0.0 4.0 psi, 31.5 gpm 3 3.0 0.0 42.7 0.0 Pipe: 3 31.5 1.263 PL 60.00 PF 4.9 3 3.0 0.0 42.7 0.0 8.1 150 FTG 1.0 PE -1.7 4 7.0 H.S. 36.0 5.0 0.081 TL 61.00 PV Pipe: 4 26.5 1.101 PL 6.00 PF 1.5 4 7.0 H.S. 36.0 5.0 8.9 150 FTG 7.0 PE -2.6 5 13.0 0.0 31.9 0.0 0.114 TL 13.00 PV Pipe: 5 26.5 1.101 PL 9.00 PF 3.5 5 13.0 0.0 31.9 0.0 8.9 150 FTG 22.0 PE 0.0 6 13.0 0.0 28.4 0.0 0.114 TL 31.00 PV Pipe: 6 16.4 0.874 PL 21.00 PF 5.8 6 13.0 0.0 28.4 0.0 8.8 150 FTG 19.0 PE 0.0 7 13.0 0.0 22.6 0.0 0.145 TL 40.00 PV Pipe: 7 2.0 0.874 PL 73.00 PF 0.3 7 13.0 0.0 22.6 0.0 1.1 150 FTG 29.0 PE 0.0 8 13.0 0.0 22.3 0.0 0.003 TL 102.00 PV Pipe: 8 10.1 0.874 PL 47.00 PF 6.1 6 13.0 0.0 28.4 0.0 5.4 150 FTG 57.0 PE 0.0 8 13.0 0.0 22.3 0.0 0.059 TL 104.00 PV Pipe: 9 14.4 0.874 PL 23.00 PF 7.3 7 13.0 0.0 22.6 0.0 7.7 150 FTG 41.0 PE -5.6 12 26.0 0.0 9.6 0.0 0.115 TL 64.00 PV Pipe: 10 12.1 0.874 PL 31.00 PF 6.0 8 13.0 0.0 22.3 0.0 6.4 150 FTG 42.0 PE -5.6 9 26.0 0.0 10.7 0.0 0.082 TL 73.00 PV Pipe: 11 7.3 0.874 PL 25.00 PF 1.5 9 26.0 0.0 10.7 0.0 3.9 150 FTG 22.0 PE 0.0 10 26.0 0.0 9.1 0.0 0.033 TL 47.00 PV Pipe: 12 4.7 0.874 PL 41.00 PF 1.1 9 26.0 0.0 10.7 0.0 2.5 150 FTG 32.0 PE 0.0 12 26.0 0.0 9.6 0.0 0.014 TL 73.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-32-1.SDF JOB TITLE: 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 13.0 0.874 PL 9.00 PF 2.1 10 26.0 0.0 9.1 0.0 7.0 150 FTG 13.0 PE 0.0 11 26.0 4.9 7.0 13.0 0.094 TL 22.00 PV Pipe: 14 -5.7 0.874 PL 11.00 PF 0.5 10 26.0 0.0 9.1 0.0 3.0 150 FTG 13.0 PE 0.0 12 26.0 0.0 9.6 0.0 0.020 TL 24.00 PV Pipe: 15 13.5 0.874 PL 5.00 PF 2.0 12 26.0 0.0 9.6 0.0 7.2 150 FTG 15.0 PE 0.0 13 26.0 4.9 7.6 13.5 0.101 TL 20.00 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 0.008 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 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 114.99 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: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-32-1.SDF JOB TITLE: 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 Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.263 1.95 3.90 1.30 4.55 3.90 0.65 6.50 6.50 3.90 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 co 0 o I—I 0 0 0 0 0 0 (".1 0 co H H 0 Lo SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-32-1.SDF JOB TITLE: PLAN #1X - 2 HEAD CALC. a) a) E 0. E4-I a) 000 ) .4Lfl a) ) (0(V) O)r1 Q. ) a) (l) ) 0. 4)Cl)0 ..-1 0. OJU) dW 0. 'Cl (I) C) (1) .1 1xi HO (1 i(I) -dfl0>i c, i QC/)Cfl rl W Ln -1 I) 1) - I I) I DI ) 0 0 Lo 0 U) Lo a) N -'-I + 00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-32-1.SDF JOB TITLE: PLAN #1X - 2 HEAD CALC. WATER SUPPLY CURVE 120+ <-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 VISTAS PLAN #2 REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-329 DATE: 1-18-16 -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 4 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 27.4 gpm 32.4 gpm (5 gpm Hose STREAM) 27.4 gpm @ 31.8 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 128 psi-(10% 115 PSI) 129 psi 500 gpm CARLSBAD WATER 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-2.SDF JOB TITLE: PLAN #2 - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) 1 115.0 114.0 500.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 115.0 32.4 54.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 54.6 32.4 2 3.0 - - - - 42.7 - - - 3 3.0 - - - - 38.7 - - - 4 7.0 HOSE STREAM 31.8 5.0 5 13.0 - - - - 27.6 6 13.0 - - - - 26.6 7 13.0 - - - - 24.7 - - - 8 13.0 - - - - 22.8 9 26.0 - - - - 18.2 - - - 10 26.0 - - - - 17.6 11 26.0 - - - - 14.2 12 26.0 K= 4.90 7.0 13.0 13 26.0 - - - - 14.6 14 26.0 - - - - 14.3 15 28.0 K= 4.90 8.7 14.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-2.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 32.4 0.995 PL 30.00 PF 10.6 1 0.0 SRCE 54.6 (N/A) 13.4 150 FTG TG PE -1.3 2 3.0 0.0 42.7 0.0 0.272 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 42.7 0.0 4.0 psi, 32.4 gpm 3 3.0 0.0 38.7 0.0 Pipe: 3 32.4 1.263 PL 60.00 PF 5.2 3 3.0 0.0 38.7 0.0 8.3 150 FTG 1.0 PE -1.7 4 7.0 H.S. 31.8 5.0 0.085 TL 61.00 PV Pipe: 4 27.4 1.101 PL 6.00 PF 1.6 4 7.0 H.S. 31.8 5.0 9.2 150 FTG 7.0 PE -2.6 5 13.0 0.0 27.6 0.0 0.122 TL 13.00 PV Pipe: 5 15.2 1.101 PL 8.00 PF 0.9 5 13.0 0.0 27.6 0.0 5.1 150 FTG 15.0 PE 0.0 6 13.0 0.0 26.6 0.0 0.041 TL 23.00 PV Pipe: 6 9.1 0.874 PL 55.00 PF 3.8 6 13.0 0.0 26.6 0.0 4.8 150 FTG 24.0 PE 0.0 8 13.0 0.0 22.8 0.0 0.048 TL 79.00 PV Pipe: 7 6.1 0.874 PL 50.00 PF 1.9 6 13.0 0.0 26.6 0.0 3.3 150 FTG 33.0 PE 0.0 7 13.0 0.0 24.7 0.0 0.023 TL 83.00 PV Pipe: 8 6.1 0.874 PL 30.00 PF 1.5 7 13.0 0.0 24.7 0.0 3.3 150 FTG 34.0 PE -5.6 10 26.0 0.0 17.6 0.0 0.023 TL 64.00 PV Pipe: 9 9.1 0.874 PL 28.00 PF 3.0 8 13.0 0.0 22.8 0.0 4.8 150 FTG 33.0 PE -5.6 11 26.0 0.0 14.2 0.0 0.048 TL 61.00 PV Pipe: 10 12.2 0.874 PL 22.00 PF 3.7 5 13.0 0.0 27.6 0.0 6.5 150 FTG 22.0 PE -5.6 9 26.0 0.0 18.2 0.0 0.084 TL 44.00 PV Pipe: 11 3.4 0.874 PL 49.00 PF 0.7 9 26.0 0.0 18.2 0.0 1.8 150 FTG 37.0 PE 0.0 10 26.0 0.0 17.6 0.0 0.008 TL 86.00 PV Pipe: 12 9.5 0.874 PL 37.00 PF 3.2 10 26.0 0.0 17.6 0.0 5.1 150 FTG 24.0 PE 0.0 14 26.0 0.0 14.3 0.0 0.053 TL 61.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-2.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 8.8 0.874 PL 53.00 PF 3.6 9 26.0 0.0 18.2 0.0 4.7 150 FTG 25.0 PE 0.0 13 26.0 0.0 14.6 0.0 0.046 TL 78.00 PV Pipe: 14 13.0 0.874 PL 26.00 PF 7.2 11 26.0 0.0 14.2 0.0 7.0 150 FTG 50.0 PE 0.0 12 26.0 4.9 7.0 13.0 0.094 TL 76.00 PV Pipe: 15 -3.9 0.874 PL 19.00 PF 0.4 11 26.0 0.0 14.2 0.0 2.1 150 FTG 21.0 PE 0.0 13 26.0 0.0 14.6 0.0 0.010 TL 40.00 PV Pipe: 16 4.9 0.874 PL 6.00 PF 0.3 13 26.0 0.0 14.6 0.0 2.6 150 FTG 13.0 PE 0.0 14 26.0 0.0 14.3 0.0 0.016 TL 19.00 PV Pipe: 17 14.4 0.874 PL 13.00 PF 4.8 14 26.0 0.0 14.3 0.0 7.7 150 FTG 29.0 PE -0.9 15 28.0 4.9 8.7 14.4 0.114 TL 42.00 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 0.009 gpm and a maximum imbalance at any node of 0.121 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.4 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 114.99 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: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-2.SDF JOB TITLE: 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 LngEil ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.263 1.95 3.90 1.30 4.55 3.90 0.65 6.50 6.50 3.90 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) (1) E Q E-i b a) o.00 U)C'J :1 ri)c OC'QO ) a, w 0 w -ri Q WU) .11 4) ) -IL U (10 (OC 41 4 I0 a) LID) H01 -I - O> (! -d • LflU)(I) Iz) (O r1 Lfl rCJ -I I) -I I) 1. ) ) 0 LI) U) 4-) H U) a, 4) U) D W D Ed E 0 44 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-2.SDF JOB TITLE: PLAN #2 - 2 HEAD CALC. 0 0 LU n 0 0 0 0 0 0 0 a) H H (N 0 0 '0 QNU)U)z] VQ SPRINKLER SYSTEM DATE: 1/18/2016 C:\PROGRAN JOB TITLE: PLAN #2 - 2 HEAD CALC. HYDRAULIC ANALYSIS Page 6 FILES\HRS SYSTEMS\HASS83\15-329-2.SDF 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 S 70+ U I R I E I 60+ ( I P X S I I 50+ ) I 40+ 30+ 20+ LEGEND I I, I X = Required Water Supply I 54.58 psi @ 32.4 gpm 10+ It I 0 = Available Water Supply " 114.99 psi @ 32.4 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 THE VISTAS ** PLAN #3 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-329 DATE: 1-18-16 -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 27.5 gpm 32.5 gpm (5 gpm Hose STREAM) 27.5 gpm @ 37.2 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 128 psi-(10% 115 PSI) 129 psi 500 gpm CARLSBAD WATER 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1. DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-3.SDF JOB TITLE: PLAN #3 - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) 1 115.0 114.0 500.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 115.0 32.5 60.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 60.1 32.5 2 3.0 - - - - 48.1 3 3.0 - - - - 44.1 4 7.0 HOSE STREAM 37.2 5.0 5 13.0 - - - - 33.0 - - - 6 13.0 - - - - 28.5 - - - 7 13.0 - - - - 22.7 - - - 8 26.0 - - - - 17.5 - - - 9 26.0 - - - - 16.4 - - - 10 26.0 - - - - 12.2 - - - 11 29.0 - - - - 9.1 - - - 12 29.0 K= 4.90 8.8 14.5 13 29.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-3.SDF JOB 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 32.5 0.995 PL 30.00 PF 10.7 1 0.0 SRCE 60.1 (N/A) 13.4 150 FTG TG PE -1.3 2 3.0 0.0 48.1 0.0 0.273 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 48.1 0.0 4.0 psi, 32.5 gpm 3 3.0 0.0 44.1 0.0 Pipe: 3 32.5 1.263 PL 60.00 PF 5.2 3 3.0 0.0 44.1 0.0 8.3 150 FTG 1.0 PE -1.7 4 7.0 H.S. 37.2 5.0 0.086 TL 61.00 PV Pipe: 4 27.5 1.101 PL 6.00 PF 1.6 4 7.0 H.S. 37.2 5.0 9.3 150 FTG 7.0 PE -2.6 5 13.0 0.0 33.0 0.0 0.123 TL 13.00 PV Pipe: 5 27.5 1.101 PL 14.00 PF 4.5 5 13.0 0.0 33.0 0.0 9.3 150 FTG 23.0 PE 0.0 6 13.0 0.0 28.5 0.0 0.123 TL 37.00 PV Pipe: 6 12.4 0.874 PL 42.00 PF 5.8 6 13.0 0.0 28.5 0.0 6.6 150 FTG 25.0 PE 0.0 7 13.0 0.0 22.7 0.0 0.086 TL 67.00 PV Pipe: 7 15.1 0.874 PL 16.00 PF 5.4 6 13.0 0.0 28.5 0.0 8.1 150 FTG 27.0 PE -5.6 8 26.0 0.0 17.5 0.0 0.125 TL 43.00 PV Pipe: 8 9.6 0.874 PL 66.00 PF 7.0 7 13.0 0.0 22.7 0.0 5.1 150 FTG 64.0 PE -6.9 12 29.0 4.9 8.8 14.5 0.054 TL 130.00 PV Pipe: 9 2.8 0.874 PL 70.00 PF 0.7 7 13.0 0.0 22.7 0.0 1.5 150 FTG 54.0 PE -5.6 9 26.0 0.0 16.4 0.0 0.005 TL 124.00 PV Pipe: 10 10.6 0.874 PL 55.00 PF 7.0 8 26.0 0.0 17.5 0.0 5.7 150 FTG 53.0 PE -1.3 11 29.0 0.0 9.1 0.0 0.065 TL 108.00 PV Pipe: 11 4.5 0.874 PL 48.00 PF 1.1 8 26.0 0.0 17.5 0.0 2.4 150 FTG 36.0 PE 0.0 9 26.0 0.0 16.4 0.0 0.013 TL 84.00 PV Pipe: 12 7.3 0.874 PL 58.00 PF 4.1 9 26.0 0.0 16.4 0.0 3.9 150 FTG 70.0 PE 0.0 10 26.0 0.0 12.2 0.0 0.032 TL 128.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-3.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 7.3 0.874 PL 24.00 PF 1.8 10 26.0 0.0 12.2 0.0 3.9 150 FTG 33.0 PE -1.3 11 29.0 0.0 9.1 0.0 0.032 TL 57.00 PV Pipe: 14 4.9 0.874 PL 8.00 PF 0.4 11 29.0 0.0 9.1 0.0 2.6 150 FTG 15.0 PE 0.0 12 29.0 4.9 8.8 14.5 0.016 TL 23.00 PV Pipe: 15 13.0 0.874 PL 7.00 PF 2.1 11 29.0 0.0 9.1 0.0 7.0 150 FTG 15.0 PE 0.0 13 29.0 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 0.004 gpm and a maximum imbalance at any node of 0.047 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.4 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 114.99 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: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-3.SDF JOB TITLE: PLAN #3 - 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 1.263 1.95 3.90 1.30 4.55 3.90 0.65 6.50 6.50 3.90 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) (D E EII-I a) ) 4Lfl Q) rl)c'J I ) U)(') a) U)c'Q.(U ) c)mpE w w cz )1J)c: • -H 0 a) 0) H WE Q - &) U () aa 1U) -4 LIi HO .dOO>i () -H • OU)CI) (a D• ,,-4 Wo -I I -I c' - I 1) I 1) I -I I I) I D ) 0 Lo U) 4J H U) w -ii Ii) 0 o ' E 0 4-1 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-3.SDF JOB TITLE: PLAN #3 - 2 HEAD CALC. 0 0 LI) 0 0 H HC14 r- 0 0 0 0 0 0 co 0 H 0 0 0 0 0 0 0 0 U) '0 v C'J H H 04 U) U) —QU)-d--- SPRINKLER SYSTEM DATE: 1/18/2016 C:\PROGRAM JOB TITLE: PLAN #3 - 2 HEAD CALC. HYDRAULIC ANALYSIS Page 6 FILES\HRS SYSTEMS\HASS83\15-329-3.SDF WATER SUPPLY CURVE 120+ Q\\\\\\\\\\\\\\\\\* <-114.0 psi @ 500 gpm I Flow Test Point 110+ 100+ 90+ P 80+ R I E I S I S 70+ U I R I E I. 60X ( I P I S I I 50+ ) I 40+ 30+ 20+ LEGEND II I X = Required Water Supply I 60.09 psi @ 32.5 gpm 10+ I 0 = Available Water Supply " 114.99 psi @ 32.5 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 THE VISTAS *** PLAN #3X *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-329 DATE: 1-18-16 -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 26.2 gpm 31.2 gpm (5 gpm Hose STREAM) 26.2 gpm @ 41.6 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 128 psi-(10% 115 PSI) 129 psi 500 gpm CARLSBAD WATER 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-4.SDF JOB TITLE: PLAN #3X - 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 63.3 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 63.3 31.2 2 3.0 - - - - 52.2 - - - 3 3.0 - - - - 48.2 4 7.0 HOSE STREAM 41.6 5.0 5 13.0 - - - - 37.6 6 13.0 - - - - 33.4 7 13.0 - - - - 28.3 8 26.0 - - - - 21.2 - - - 9 26.0 - - - - 20.3 - - - 10 29.0 - - - - 9.2 - - - 11 29.0 K= 4.90 7.0 13.0 12 29.0 K= 4.90 7.2 13.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-3294.SDF JOB TITLE: PLAN #3X - 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 63.3 (N/A) 12.9 150 FTG TG PE -1.3 2 3.0 0.0 52.2 0.0 0.253 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 52.2 0.0 4.0 psi, 31.1 gpm 3 3.0 0.0 48.2 0.0 Pipe: 3 31.1 1.263 PL 60.00 PF 4.8 3 3.0 0.0 48.2 0.0 8.0 150 FTG 1.0 PE -1.7 4 7.0 H.S. 41.6 5.0 0.079 TL 61.00 PV Pipe: 4 26.1 1.101 PL 6.00 PF 1.5 4 7.0 H.S. 41.6 5.0 8.8 150 FTG 7.0 PE -2.6 5 13.0 0.0 37.6 0.0 0.112 TL 13.00 PV Pipe: 5 26.1 1.101 PL 14.00 PF 4.1 5 13.0 0.0 37.6 0.0 8.8 150 FTG 23.0 PE 0.0 6 13.0 0.0 33.4 0.0 0.112 TL 37.00 PV Pipe: 6 9.3 0.874 PL 67.00 PF 5.1 6 13.0 0.0 33.4 0.0 4.9 150 FTG 34.0 PE 0.0 7 13.0 0.0 28.3 0.0 0.050 TL 101.00 PV Pipe: 7 16.9 0.874 PL 16.00 PF 6.6 6 13.0 0.0 33.4 0.0 9.0 150 FTG 27.0 PE -5.6 8 26.0 0.0 21.2 0.0 0.153 TL 43.00 PV Pipe: 8 9.3 0.874 PL 21.00 PF 2.4 7 13.0 0.0 28.3 0.0 4.9 150 FTG 27.0 PE -5.6 9 26.0 0.0 20.3 0.0 0.050 TL 48.00 PV Pipe: 9 3.4 0.874 PL 71.00 PF 0.9 8 26.0 0.0 21.2 0.0 1.8 150 FTG 46.0 PE 0.0 9 26.0 0.0 20.3 0.0 0.008 TL 117.00 PV Pipe: 10 12.7 0.874 PL 49.00 PF 9.8 9 26.0 0.0 20.3 0.0 6.8 150 FTG 60.0 PE -1.3 10 29.0 0.0 9.2 0.0 0.090 TL 109.00 PV Pipe: 11 13.5 0.874 PL 53.00 PF 10.7 8 26.0 0.0 21.2 0.0 7.2 150 FTG 53.0 PE -1.3 10 29.0 0.0 9.2 0.0 0.101 TL 106.00 PV Pipe: 12 13.0 0.874 PL 8.00 PF 2.2 10 29.0 0.0 9.2 0.0 7.0 150 FTG 15.0 PE 0.0 11 29.0 4.9 7.0 13.0 0.094 TL 23.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-4.SDF JOB TITLE: PLAN #3X - 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 13.1 0.874 PL 6.00 PF 2.0 10 29.0 0.0 9.2 0.0 7.0 150 FTG 15.0 PE 0.0 12 29.0 4.9 7.2 13.1 0.096 TL 21.00 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 0.009 gpm and a maximum imbalance at any node of 0.091 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 114.99 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 1.263 1.95 3.90 1.30 4.55 3.90 0.65 6.50 6.50 3.90 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-4.SDF JOB TITLE: PLAN #3X - 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 0 Lt) 0 0 '-I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-4.SDF JOB TITLE: PLAN #3X - 2 HEAD CALC. H C'] o 0 0 0 0 0 0 . • • • • 0 0 0 0 0 0 0 C..] 0 00 CS.] H W 04 04 IU)U)xI -0.1U)d--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-4.SDF JOB TITLE: PLAN #3X - 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 5 70+ U I R I E X 60+ ( I P I S I I 50+ ) I 40+ 30+ 20+ LEGEND I X = Required Water Supply I 63.33 psi @ 31.2 gpm 10+ I 0 = Available Water Supply I 114.99 psi @ 31.2 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 THE VISTAS *** PLAN #4 *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 15-329 DATE: 1-18-16 -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 26.2 gpm 31.2 gpm (5 gpm Hose STREAM) 26.2 gpm @ 37.2 psi 4.9 CANDI CAUDILLO CARLSBAD FIRE DEPT. 128 psi-(10% 115 PSI) 129 psi 500 gpm CARLSBAD WATER 12-10-15 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-5.SDF JOB TITLE: 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 31.2 59.0 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 59.0 31.2 2 3.0 - - - - 47.8 - - - 3 3.0 - - - - 43.8 - - - 4 7.0 HOSE STREAM 37.2 5.0 5 13.0 - - - - 33.2 6 13.0 - - - - 27.7 - - - 7 13.0 - - - - 24.5 8 16.0 - - - - 17.9 - - - 9 26.0 - - - - 16.0 - - - 10 26.0 - - - - 16.5 - - - 11 26.0 - - - - 12.0 12 26.0 - - - - 9.2 - - - 13 26.0 K= 4.90 7.3 13.2 14 26.0 - - - - 8.9 15 26.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-5.SDF JOB TITLE: PLAN #4 - 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 59.0 (N/A) 12.9 150 FTG TG PE -1.3 2 3.0 0.0 47.8 0.0 0.253 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 47.8 0.0 4.0 psi, 31.2 gpm 3 3.0 0.0 43.8 0.0 Pipe: 3 31.2 1.263 PL 60.00 PF 4.8 3 3.0 0.0 43.8 0.0 8.0 150 FTG 1.0 PE -1.7 4 7.0 H.S. 37.2 5.0 0.079 TL 61.00 PV Pipe: 4 26.2 1.101 PL 6.00 PF 1.5 4 7.0 H.S. 37.2 5.0 8.8 150 FTG 7.0 PE -2.6 5 13.0 0.0 33.2 0.0 0.112 TL 13.00 PV Pipe: 5 26.2 1.101 PL 19.00 PF 5.5 5 13.0 0.0 33.2 0.0 8.8 150 FTG 30.0 PE 0.0 6 13.0 0.0 27.7 0.0 0.112 TL 49.00 PV Pipe: 6 14.9 0.874 PL 13.00 PF 3.2 6 13.0 0.0 27.7 0.0 8.0 150 FTG 13.0 PE 0.0 7 13.0 0.0 24.5 0.0 0.122 TL 26.00 PV Pipe: 7 9.1 0.874 PL 73.00 PF 5.3 7 13.0 0.0 24.5 0.0 4.8 150 FTG 37.0 PE -1.3 8 16.0 0.0 17.9 0.0 0.048 TL 110.00 PV Pipe: 8 11.3 0.874 PL 34.00 PF 5.5 6 13.0 0.0 27.7 0.0 6.0 150 FTG 42.0 PE -5.6 10 26.0 0.0 16.5 0.0 0.072 TL 76.00 PV Pipe: 9 9.1 0.874 PL 41.00 PF 4.6 8 16.0 0.0 17.9 0.0 4.8 150 FTG 55.0 PE -4.3 14 26.0 0.0 8.9 0.0 0.048 TL 96.00 PV Pipe: 10 5.9 0.874 PL 74.00 PF 2.9 7 13.0 0.0 24.5 0.0 3.1 150 FTG 59.0 PE -5.6 9 26.0 0.0 16.0 0.0 0.022 TL 133.00 PV Pipe: 11 -4.3 0.874 PL 26.00 PF 0.6 9 26.0 0.0 16.0 0.0 2.3 150 FTG 21.0 PE 0.0 10 26.0 0.0 16.5 0.0 0.012 TL 47.00 PV Pipe: 12 7.0 0.874 PL 82.00 PF 4.5 10 26.0 0.0 16.5 0.0 3.8 150 FTG 67.0 PE 0.0 11 26.0 0.0 12.0 0.0 0.030 TL 149.00 PV - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-5.SDF JOB TITLE: 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 10.1 0.874 PL 50.00 PF 3.9 9 26.0 0.0 16.0 0.0 5.4 150 FTG 16.0 PE 0.0 11 26.0 0.0 12.0 0.0 0.060 TL 66.00 PV Pipe: 14 17.2 0.874 PL 5.00 PF 2.8 11 26.0 0.0 12.0 0.0 9.2 150 FTG 13.0 PE 0.0 12 26.0 0.0 9.2 0.0 0.158 TL 18.00 PV Pipe: 15 13.2 0.874 PL 5.00 PF 1.9 12 26.0 0.0 9.2 0.0 7.1 150 FTG 15.0 PE 0.0 13 26.0 4.9 7.3 13.2 0.097 TL 20.00 PV Pipe: 16 3.9 0.874 PL 14.00 PF 0.3 12 26.0 0.0 9.2 0.0 2.1 150 FTG 13.0 PE 0.0 14 26.0 0.0 8.9 0.0 0.010 TL 27.00 PV Pipe: 17 13.0 0.874 PL 5.00 PF 1.9 14 26.0 0.0 8.9 0.0 7.0 150 FTG 15.0 PE 0.0 15 26.0 4.9 7.0 13.0 0.094 TL 20.00 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 0.004 gpm and a maximum imbalance at any node of 0.052 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 114.99 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: 1/18/2016 C:\PROGRAN FILES\HRS SYSTEMS\HASS83\15-329-5.SDF JOB TITLE: PLAN #4 - 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 1.263 1.95 3.90 1.30 4.55 3.90 0.65 6.50 6.50 3.90 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 Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 0 0 Lo 0 Lo lw o U) LI) ci) N r. -d a) 0 U) CD ca N ci) 0 0 1) Z H 0 0 H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-5.SDF JOB TITLE: PLAN #4 - 2 HEAD CALC. H C'.) r- 0 0 0 0 0 0 0 rl o • 0 0 0 0 0 0 C'-.) 0 cx) W C'.) H H (D (Cz) f4 Ci]U)U)Ez] -04U)-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/18/2016 C:\PROGRAM FILES\HRS SYSTEMS\HASS83\15-329-5.SDF JOB TITLE: PLAN #4 - 2 HEAD CALC. WATER SUPPLY CURVE 120+ Q\\\\\\\\\\\\\\\\\* <-114.0 psi @ 500 gpm I Flow Test Point 110+ 100+ 90+ P 80+ R I E I S I S 70+ U I R I E I 60X ( I P I S I I 50+ ) I 40+ 30+ 20+ LEGEND 19 if I X = Required Water Supply if I 59.00 psi @ 31.2 gpm if 10+ it I 0 = Available Water Supply it I 114.99 psi @ 31.2 gpm :: 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)