Loading...
HomeMy WebLinkAbout880 CARLSBAD VILLAGE DR; ; AS1201568/9/24, 2:22 PM AS120156 Permit Data City of Carlsbad Sprinkler Permit 880 CARLSBAD Job Address: VILLAGE DR Permit Type: SPRINK Parcel No: 2033541600 Lot #: 0 Permit No: AS120156 Status: APPROVED Applied 11/20/2012 Approved: 11/21/2012 Reference No.: Issued: 11/21/2012 PC #: Inspector: Project Title: SEASIDE VILLAGE CORNER NEW COMMERCIAL FIRE SPRINKLER SYSTEM Applicant: INNOVATIVE FIRE PROTECTION SUITE 101 8779 COTTONWOOD AV SANTEE, CA (619) 593-8200 (619)593-9133 Owner: BURECK CAPITAL L L C 1923 DENTRO DE LOMAS BONSALLCA Fees ($) Add'l Fees ($) I Total ($) Balance ($) 1,445 0 1,445 0 about:blank 1/1 SPRINKLER SYSTEM HYDRAULtCI ANLYSIS Page 1 DATE: 10/30/2012 C:\HASS83\C4873 1ST FLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOR 75.6 66.6 860.0 70.9 607.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 607.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 357.9 GPM 59.1 Iiieg phit hirg hegit revpgwd for 'parem coi iiptiai e nih tile curreig appilcahie codgs and iaitdtud ii in he itif idictjo I'lle it ncr of. colflrtictor lily tilifige this nvieii ill iipporl ot an ippticalion for a budding eriini otlb Ihe express undcrla,idjii that lfn ret en eI,ev he nosier or co (actor or Illell Pith etIinhit eligilleer Or architect II)" OIL' icsponsihslsi Of Lift cilslpllance 01111 said cods and airdaril s. in tiding fig huildin code or fisr tiny l'CspollhiIt ifefic iesicw. errirt ii:snsj or nagf eiice ill these plois tvflglhei or tliit listed in this re new ~IIL /( (ft. es RFCMpV:y, AF4P1<()VAI NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) PRESSURE NOTFI) (PSI) (GPM) SOR 0.0 SOURCE 59.1 357.9 RED 0.0 - - - - 58.6 BF1 0.0 - - - - 57.3 BF2 0.0 - - - - 43.3 UG1 0.0 41.7 BOR 0.5 - - - - 41.0 Ti 11.5 - - - - 35.9 Al 11.5 - - - - 33.3 A2 11.5 - - - - 31.6 A3 11.5 - - - - 31.3 A4 11.5 - - - - 31.2 A5 11.5 - - - - 31.1 A6 11.5 - - - - 31.0 A7 11.5 - - - - 31.0 - - - 21 12.7 - - - - 15.9 22 12.7 - - - - 12.1 23 12.7 - - - - 11.4 24 12.7 - - - - 15.7 25 12.7 - - - - 12.0 26 12.7 - - - - - 11.3 27 12.7 - - - - 15.6 28 12.7 - - - - 12.0 - - - 29 12.7 - - - - 11.3 - - - 30 12.7 - - - - 15.6 31 12.7 - - - - 11.9 32 12.6 - - - - 11.3 - - - 33 12.6 - --- 15.6 34 12.6 - - - - 11.9 35 12.6 - - - - 11.3 36 12.6 - - - - 15.6 - - - 37 12.6 - - - - 11.9 - - - 38 12.6 ----. 11.2 201 12.0 K= 5.60 15.3 21.9 202 12.0 K= 5.60 11.8 19.2 tSRINKLER SYSTEM HYDRAULIC ANLS-I$ Page 2 DATE: 10/30/2012 C:\HASS83\C4873 1ST FLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 203 12.0 K= 5.60 11.4 18.9 204 12.0 K= 5.60 15.2 21.8 205 12.0 K= 5.60 11.7 19.1 206 12.0 K= 5.60 11.3 18.9 207 12.0 K= 5.60 15.1 21.8 208 12.0 K= 5.60 11.6 19.1 209 12.0 K= 5.60 11.3 18.8 210 12.0 K= 5.60 15.0 21.7 211 12.0 K= 5.60 11.6 19.0 212 12.0 K= 5.60 11.2 18.8 213 12.0 K= 5.60 15.0 21.7 214 12.0 K= 5.60 11.5 19.0 215 12.0 K= 5.60 11.2 18.8 216 12.0 K= 5.60 15.0 21.7 217 12.0 K= 5.60 11.5 19.0 218 12.0 K= 5.60 11.2 18.8 SP L IIR SYSTEM'.` ANALYSIic 'P'age W 3 DATE: 10/30/2012 C:\HASS83\C4873 1ST FLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING 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: 1 357.9 5.850 PL 44.75 PF 0.5 SOR 0.0 SRCE 59.1 (N/A) 4.3 150 FTG TG PE 0.0 RED 0.0 0.0 58.6 0.0 0.004 TL 128.49 PV Pipe: 2 357.9 4.070 PL 22.00 PF 1.3 RED 0.0 0.0 58.6 0.0 8.8 150 FTG 2E PE 0.0 BF1 0.0 0.0 57.3 0.0 0.024 TL 53.86 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE BF1 0.0 0.0 57.3 0.0 14.0 psi, 357.9 gpm BF2 0.0 0.0 43.3 0.0 Pipe: 4 357.9 4.070 PL 50.00 PF 1.6 BF2 0.0 0.0 43.3 0.0 8.8 150 FTG E PE 0.0 UG1 0.0 0.0 41.7 0.0 0.024 TL 65.93 PV Pipe: 5 357.9 4.220 PL 3.00 PF 0.5 UG1 0.0 0.0 41.7 0.0 8.2 140 FTG E PE -0.2 BOR 0.5 0.0 41.0 0.0 0.023 TL 20.00 PV Pipe: 6 357.9 4.260 PL 11.50 PF 0.3 BOR 0.5 0.0 41.0 0.0 8.1 120 FTG ---- PE -4.8 Ti 11.5 0.0 35.9 0.0 0.029 TL 11.50 PV Pipe: 7 357.9 4.260 PL 37.00 PF 2.6 Ti 11.5 0.0 35.9 0.0 8.1 120 FTG 4E PE 0.0 Al 11.5 0.0 33.3 0.0 0.029 TL 89.00 PV Pipe: 8 357.9 4.260 PL 32.00 PF 1.7 Al 11.5 0.0 33.3 0.0 8.1 120 FTG T PE 0.0 A2 11.5 0.0 31.6 0.0 0.029 TL 58.00 PV Pipe: 9 297.9 4.260 PL 12.00 PF 0.3 A2 11.5 0.0 31.6 0.0 6.7 120 FTG ---- PE 0.0 A3 11.5 0.0 31.3 0.0 0.021 TL 12.00 PV Pipe: 10 238.1 4.260 PL 12.33 PF 0.2 A3 11.5 0.0 31.3 0.0 5.4 120 FTG ---- PE 0.0 A4 11.5 0.0 31.2 0.0 0.014 TL 12.33 PV Pipe: 11 178.5 4.260 PL 12.50 PF 0.1 A4 11.5 0.0 31.2 0.0 4.0 120 FTG ---- PE 0.0 A5 11.5 0.0 31.1 0.0 0.008 TL 12.50 PV Pipe: hA 118.9 4.260 PL 11.20 PF 0.0 A5 11.5 0.0 31.1 0.0 2.7 120 FTG ---- PE 0.0 A6 11.5 0.0 31.0 0.0 0.004 TL 11.20 PV SPRINKLERSTEM HYDRAULIC ANALYSIS Page 4. DATE: 10/30/2012 C:\HASS83\C4873 1ST FLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING 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: 11B 59.5 4.260 PL 10.33 PF 0.0 A6 11.5 0.0 31.0 0.0 1.3 120 FTG ---- PE 0.0 A7 11.5 0.0 31.0 0.0 0.001 TL 10.33 PV Pipe: 12 60.0 1.080 PL 7.25 PF 15.2 A2 11.5 0.0 31.6 0.0 21.0 120 FTG 2ET PE -0.5 21 12.7 0.0 15.9 0.0 0.863 TL 17.62 PV Pipe: 13 38.1 1.080 PL 10.00 PF 3.7 21 12.7 0.0 15.9 0.0 13.4 120 FTG ---- PE 0.0 22 12.7 0.0 12.1 0.0 0.373 TL 10.00 PV Pipe: 14 18.9 1.080 PL 6.83 PF 0.7 22 12.7 0.0 12.1 0.0 6.6 120 FTG ---- PE 0.0 23 12.7 0.0 11.4 0.0 0.102 TL 6.83 PV Pipe: 15 59.8 1.080 PL 7.25 PF 15.1 A3 11.5 0.0 31.3 0.0 20.9 120 FTG 2ET PE -0.5 24 12.7 0.0 15.7 0.0 0.856 TL 17.62 PV Pipe: 16 38.0 1.080 PL 10.00 PF 3.7 24 12.7 0.0 15.7 0.0 13.3 120 FTG ---- PE 0.0 25 12.7 0.0 12.0 0.0 0.370 TL 10.00 PV Pipe: 17 18.9 1.080 PL 6.83 PF 0.7 25 12.7 0.0 12.0 0.0 6.6 120 FTG ---- PE 0.0 26 12.7 0.0 11.3 0.0 0.101 TL 6.83 PV Pipe: 18 59.6 1.080 PL 7.25 PF 15.0 A4 11.5 0.0 31.2 0.0 20.9 120 FTG 2ET PE -0.5 27 12.7 0.0 15.6 0.0 0.852 TL 17.62 PV Pipe: 19 37.9 1.080 PL 10.00 PF 3.7 27 12.7 0.0 15.6 0.0 13.3 120 FTG ---- PE 0.0 28 12.7 0.0 12.0 0.0 0.368 TL 10.00 PV Pipe: 20 18.8 1.080 PL 6.83 PF 0.7 28 12.7 0.0 12.0 0.0 6.6 120 FTG ---- PE 0.0 29 12.7 0.0 11.3 0.0 0.101 TL 6.83 PV Pipe: 21 59.5 1.080 PL 7.25 PF 15.0 AS 11.5 0.0 31.1 0.0 20.8 120 FTG 2ET PE -0.5 30 12.7 0.0 15.6 0.0 0.849 TL 17.62 PV Pipe: 22 37.8 1.080 PL 10.00 PF 3.7 30 12.7 0.0 15.6 0.0 13.2 120 FTG ---- PE 0.0 31 12.7 0.0 11.9 0.0 0.367 TL 10.00 PV Pipe: 22A 18.8 1.080 PL 6.83 PF 0.7 31 12.7 0.0 11.9 0.0 6.6 120 FTG ---- PE 0.0 32 12.6 0.0 11.3 0.0 0.100 TL 6.83 PV SPRINKLER SYSTEM YDRAULIC ANALYSIS 'iPé 5 DATE: 10/30/2012 C:\HASS83\C48731ST FLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING 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: 22B 59.5 1.080 PL 7.25 PF 14.9 A6 11.5 0.0 31.0 0.0 20.8 120 FTG 2ET PE -0.5 33 12.6 0.0 15.6 0.0 0.848 TL 17.62 PV Pipe: 22C 37.8 1.080 PL 10.00 PF 3.7 33 12.6 0.0 15.6 0.0 13.2 120 FTG ---- PE 0.0 34 12.6 0.0 11.9 0.0 0.366 TL 10.00 PV Pipe: 22D 18.8 1.080 PL 6.83 PF 0.7 34 12.6 0.0 11.9 0.0 6.6 120 FTG ---- PE 0.0 35 12.6 0.0 11.3 0.0 0.100 TL 6.83 PV Pipe: 22E 59.5 1.080 PL 7.25 PF 14.9 A7 11.5 0.0 31.0 0.0 20.8 120 FTG 2ET PE -0.5 36 12.6 0.0 15.6 0.0 0.848 TL 17.62 PV Pipe: 22F 37.8 1.080 PL 10.00 PF 3.7 36 12.6 0.0 15.6 0.0 13.2 120 FTG ---- FE 0.0 37 12.6 0.0 11.9 0.0 0.366 TL 10.00 PV Pipe: 22G 18.8 1.080 PL 6.83 PF 0.7 37 12.6 0.0 11.9 0.0 6.6 120 FTG ---- PE 0.0 38 12.6 0.0 11.2 0.0 0.100 TL 6.83 PV Pipe: 23 21.9 1.080 PL 0.66 PF 0.9 21 12.7 0.0 15.9 0.0 7.7 120 FTG T PE 0.3 201 12.0 5.6 15.3 21.9 0.134 TL 6.42 PV Pipe: 24 19.2 1.080 FL 0.66 PF 0.7 22 12.7 0.0 12.1 0.0 6.7 120 FTG T PE 0.3 202 12.0 5.6 11.8 19.2 0.105 TL 6.42 PV Pipe: 25 18.9 1.080 PL 0.66 PF 0.3 23 12.7 0.0 11.4 0.0 6.6 120 FTG E FE 0.3 203 12.0 5.6 11.4 18.9 0.102 TL 2.96 PV Pipe: 26 21.8 1.080 PL 0.66 PF 0.9 24 12.7 0.0 15.7 0.0 7.6 120 FTG T PE 0.3 204 12.0 5.6 15.2 21.8 0.133 TL 6.42 PV Pipe: 27 19.1 1.080 PL 0.66 PF 0.7 25 12.7 0.0 12.0 0.0 6.7 120 FTG T PE 0.3 205 12.0 5.6 11.7 19.1 0.104 TL 6.42 PV Pipe: 28 18.9 1.080 PL 0.66 PF 0.3 26 12.7 0.0 11.3 0.0 6.6 120 FTG E FE 0.3 206 12.0 5.6 11.3 18.9 0.101 TL 2.96 PV Pipe: 29 21.8 1.080 FL 0.66 FE' 0.8 27 12.7 0.0 15.6 0.0 7.6 120 FTG T FE 0.3 207 12.0 5.6 15.1 21.8 0.132 TL 6.42 PV 'SPRINKLER SYSTEM HY'DRAULaC ANALYSIS Pag DATE: 10/30/2012 C:\HASS83\C4873 1STFLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING 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: 30 19.1 1.080 PL 0.66 PF 0.7 28 12.7 0.0 12.0 0.0 6.7 120 FTG T PE 0.3 208 12.0 5.6 11.6 19.1 0.103 TL 6.42 PV Pipe: 31 18.8 1.080 PL 0.66 PF 0.3 29 12.7 0.0 11.3 0.0 6.6 120 FTG E PE 0.3 209 12.0 5.6 11.3 18.8 0.101 TL 2.96 PV Pipe: 32 21.7 1.080 PL 0.66 PF 0.8 30 12.7 0.0 15.6 0.0 7.6 120 FTG T PE 0.3 210 12.0 5.6 15.0 21.7 0.131 TL 6.42 PV Pipe: 33 19.0 1.080 PL 0.66 PF 0.7 31 12.7 0.0 11.9 0.0 6.7 120 FTG T PE 0.3 211 12.0 5.6 11.6 19.0 0.103 TL 6.42 PV Pipe: 34 18.8 1.080 PL 0.66 PF 0.3 32 12.6 0.0 11.3 0.0 6.6 120 FTG E PE 0.3 212 12.0 5.6 11.2 18.8 0.100 TL 2.96 PV Pipe: 35 21.7 1.080 PL 0.66 PF 0.8 33 12.6 0.0 15.6 0.0 7.6 120 FTG T PE 0.3 213 12.0 5.6 15.0 21.7 0.131 TL 6.42 PV Pipe: 36 19.0 1.080 PL 0.66 PF 0.7 34 12.6 0.0 11.9 0.0 6.7 120 FTG T PE 0.3 214 12.0 5.6 11.5 19.0 0.103 TL 6.42 PV Pipe: 37 18.8 1.080 PL 0.66 PF 0.3 35 12.6 0.0 11.3 0.0 6.6 120 FTG E PE 0.3 215 12.0 5.6 11.2 18.8 0.100 TL 2.96 PV Pipe: 38 21.7 1.080 PL 0.66 PF 0.8 36 12.6 0.0 15.6 0.0 7.6 120 FTG T PE 0.3 216 12.0 5.6 15.0 21.7 0.131 TL 6.42 PV Pipe: 39 19.0 1.080 PL 0.66 PF 0.7 37 12.6 0.0 11.9 0.0 6.7 120 FTG T PE 0.3 217 12.0 5.6 11.5 19.0 0.103 TL 6.42 PV Pipe: 40 18.8 1.080 PL 0.66 PF 0.3 38 12.6 0.0 11.2 0.0 6.6 120 FTG E PE 0.3 218 12.0 5.6 11.2 18.8 0.100 TL 2.96 PV SPRINKLER SYSTEM'HYDRAULIANALYSIS Page 7 DATE: 10/30/2012 C:\HASS83\C4873 1ST FLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING NOTES (HASS): Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.099 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.0 ft/sec at pipe 12. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOR under full flow conditions is 70.13 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 4.070 10.54 21.09 6.33 23.20 12.65 2.11 21.09 21.09 21.09 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 PAGE: B MATERIAL: THNWL 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 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 WATER SUPPLY ANALYSIS 100.0 G 80.0 A U G E P 60.0 R E S S 40.0 oil ..- ._. .._ '... • .J • 'A '.1 4. .,L Li • V V • 'A U 4. ..L. %-)W • 0 VU • Li ' JILL LEGEND 1 Available pressure 70.86 psi @ 607.9 gpm 2 Required pressure 59.12 psi 8 607.9 gpm Source Supply Curve System Demand Curve P S i 20.0 —14.7 200 300 400 500 600 700 1000 FLOW (GPM) SPRiNER SYSTEM HYDRAULIC ANALYSTS1 :Page 9 DATE: 10/30/2012 C:\HASS83\C4873 1ST FLR GARAGE PARKING.SDF JOB TITLE: SEASIDE VILLAGE CORNER 1st GARAGE PARKING WATER SUPPLY CURVE 84+ 77+ *\\\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ 70+ 0 \\\\\\\\\\ I \\\\\\\\\ 66.6 psi @ 860 gpm-> * I Flow Test Point 63+ I x P 56+ R I E I S I S 49+ U I R I E I 42+ ( I P I S I I 35+ ) I 28+ 21+ 14+ LEGEND I I, I X = Required Water Supply I 59.12 psi @ 607.9 gpm 7+ I 0 = Available Water Supply 70.86 psi @ 607.9 gprn +------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) rxi C) -(p C SPRINKLERSYSTEWHY:DRAULIC ANALYSIS Päge 1 DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR SHELL.SDF -71 JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOR 75.6 66.6 860.0 70.3 648.2 66.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 648.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 398.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOR 0.0 SOURCE 66.1 398.2 RED 0.0 - - - - 65.5 - - - BF1 0.0 - - - - 63.9 BF2 0.0 - - - - 49.9 - - - UG1 0.0 - - - - 47.9 BOR 0.5 - - - - 47.1 Ti 11.5 - - - - 42.0 - - - T2 23.0 - - - - 36.6 A 23.0 - - - - 34.4 B 23.0 - - - - 31.1 - - - C 23.0 - - - - 30.0 D 23.0 - - - - 27.4 - - - E 23.0 - - - - 26.9 - - - 1 23.0 - - - - 29.6 2 23.0 - - - - 25.9 - - - 3 23.0 - - - - 24.4 4 23.0 - - - - 23.7 - - - 5 23.0 - - - - 23.5 6 23.0 - - - - 27.0 7 23.0 - - - - 23.6 8 23.0 - - - - 22.2 9 23.0 - - - - 21.6 - - - 10 23.0 - - - - 21.4 ii 23.0 - - - - 26.5 - - - 12 23.0 - - - - 23.1 - - - 13 23.0 - - - - 21.8 14 23.0 - - - - 21.2 15 23.0 - - - - 21.0 201 23.0 K= 5.60 28.1 29.7 202 23.0 K= 5.60 24.6 27.7 203 23.0 K= 5.60 23.1 26.9 204 23.0 K= 5.60 22.5 26.6 205 23.0 K= 5.60 22.3 26.4 206 23.0 K= 5.60 25.7 28.4 SPRINKLER SYTEM HYDRAUIJIC ANALYSIS Page 2 DATE: 10/30/2012 C:\HASS83\C48732ND FLR SHELL.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 207 23.0 K= 5.60 22.4 26.5 208 23.0 K= 5.60 21.1 25.7 209 23.0 K= 5.60 20.5 25.3 210 23.0 K= 5.60 20.3 25.2 211 23.0 K= 5.60 24.8 27.9 212 23.0 K= 5.60 22.0 26.2 213 23.0 K= 5.60 20.7 25.5 214 23.0 K= 5.60 20.1 25.1 215 23.0 K= 5.60 19.9 25.0 SPRINKLER SYSTEMHDRAULIC ANALYSIS . 3 'S DATE: 10/30/2012 . C:\HASS83\C4873 2ND FLR SHELL.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL 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: 1 398.2 5.850 PL 44.75 PF 0.6 SOR 0.0 SRCE 66.1 (N/A) 4.8 150 FTG TG PE 0.0 RED 0.0 0.0 65.5 0.0 0.005 TL 128.49 PV Pipe: 2 398.2 4.070 PL 22.00 PF 1.6 RED 0.0 0.0 65.5 0.0 9.8 150 FTG 2E PE 0.0 BF1 0.0 0.0 63.9 0.0 0.030 TL 53.86 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE BF1 0.0 0.0 63.9 0.0 14.0 psi, 398.2 gpm BF2 0.0 0.0 49.9 0.0 Pipe: 4 398.2 4.070 PL 50.00 PF 1.9 BF2 0.0 0.0 49.9 0.0 9.8 150 FTG E PE 0.0 UG1 0.0 0.0 47.9 0.0 0.030 TL 65.93 PV Pipe: 5 398.2 4.220 PL 3.00 PF 0.6 UG1 0.0 0.0 47.9 0.0 9.1 140 FTG E PE -0.2 BOR 0.5 0.0 47.1 0.0 0.028 TL 20.00 PV Pipe: 6 398.2 4.310 PL 11.50 PF 0.4 BOR 0.5 0.0 47.1 0.0 8.8 120 FTG ---- PE -4.8 Ti 11.5 0.0 4.2.0 0.0 0.034 TL 11.50 PV Pipe: 7 398.2 4.310 FL 11.50 PF 0.4 Ti 11.5 0.0 42.0 0.0 8.8 120 FTG ---- PE -5.0 T2 23.0 0.0 36.6 0.0 0.034 TL 11.50 PV Pipe: 8 398.2 4.310 PL 23.00 PF 2.2 T2 23.0 0.0 36.6 0.0 8.8 120 FTG ET PE 0.0 A 23.0 0.0 34.4 0.0 0.034 TL 64.81 PV Pipe: 9 398.2 4.310 PL 70.00 PF 3.3 A 23.0 0.0 34.4 0.0 8.8 120 FTG T PE 0.0 B 23.0 0.0 31.1 0.0 0.034 TL 97.87 PV Pipe: 10 137.4 2.703 PL 5.66 PF 1.1 B 23.0 0.0 31.1 0.0 7.7 120 FTG T FE 0.0 C 23.0 0.0 30.0 0.0 0.046 TL 24.31 PV Pipe: 11 260.8 2.703 FL 6.33 PF 3.7 B 23.0 0.0 31.1 0.0 14.6 120 FTG T PE 0.0 D 23.0 0.0 27.4 0.0 0.150 TL 24.98 PV Pipe: 12 129.7 2.703 PL 12.00 PF 0.5 D 23.0 0.0 27.4 0.0 7.3 120 FTG ---- PE 0.0 E 23.0 0.0 26.9 0.0 0.041 TL 12.00 PV SF.INKLER SYSTEM HYDRA -LC ANALYSIS DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR SHELL.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL 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 29.7 1.728 PL 5.20 PF 0.4 C 23.0 0.0 30.0 0.0 4.1 120 FTG T PE 0.0 1 23.0 0.0 29.6 0.0 0.024 TL 16.49 PV Pipe: 14 107.7 1.728 PL 4.83 PF 4.2 C 23.0 0.0 30.0 0.0 14.7 120 FTG T PE 0.0 2 23.0 0.0 25.9 0.0 0.258 TL 16.12 PV Pipe: 15 79.9 1.728 PL 10.00 PF 1.5 2 23.0 0.0 25.9 0.0 10.9 120 FTG ---- PE 0.0 3 23.0 0.0 24.4 0.0 0.149 TL 10.00 PV Pipe: 16 53.0 1.728 PL 10.00 PF 0.7 3 23.0 0.0 24.4 0.0 7.2 120 FTG ---- PE 0.0 4 23.0 0.0 23.7 0.0 0.069 TL 10.00 PV Pipe: 17 26.4 1.728 PL 10.00 PF 0.2 4 23.0 0.0 23.7 0.0 3.6 120 FTG ---- PE 0.0 5 23.0 0.0 23.5 0.0 0.019 TL 10.00 PV Pipe: 18 28.4 1.728 PL 5.20 PF 0.4 D 23.0 0.0 27.4 0.0 3.9 120 FTG T PE 0.0 6 23.0 0.0 27.0 0.0 0.022 TL 16.49 PV Pipe: 19 102.8 1.728 PL 4.83 PF 3.8 D 23.0 0.0 27.4 0.0 14.1 120 FTG T PE 0.0 7 23.0 0.0 23.6 0.0 0.236 TL 16.12 PV Pipe: 20 76.3 1.728 PL 10.00 PF 1.4 7 23.0 0.0 23.6 0.0 10.4 120 FTG ---- PE 0.0 8 23.0 0.0 22.2 0.0 0.136 TL 10.00 PV Pipe: 21 50.6 1.728 PL 10.00 FE' 0.6 8 23.0 0.0 22.2 0.0 6.9 120 FTG ---- FE 0.0 9 23.0 0.0 21.6 0.0 0.064 TL 10.00 PV Pipe: 22 25.2 1.728 PL 10.00 FE' 0.2 9 23.0 0.0 21.6 0.0 3.5 120 FTG ---- PE 0.0 10 23.0 0.0 21.4 0.0 0.018 TL 10.00 PV Pipe: 23 27.9 1.728 PL 5.20 PF 0.3 E 23.0 0.0 26.9 0.0 3.8 120 FTG T PE 0.0 11 23.0 0.0 26.5 0.0 0.021 TL 16.49 PV Pipe: 24 101.8 1.728 PL 4.83 PF 3.7 E 23.0 0.0 26.9 0.0 13.9 120 FTG T PE 0.0 12 23.0 0.0 23.1 0.0 0.232 TL 16.12 PV Pipe: 25 75.6 1.728 PL 10.00 PF 1.3 12 23.0 0.0 23.1 0.0 10.3 120 FTG ---- PE 0.0 13 23.0 0.0 21.8 0.0 0.134 TL 10.00 PV SPRINKLER SYSTEM HYDRAULICALYSIS Page 5 DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR SHELL.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL 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: 26 50.1 1.728 PL 10.00 PF 0.6 13 23.0 0.0 21.8 0.0 6.9 120 FTG ---- PE 0.0 14 23.0 0.0 21.2 0.0 0.063 TL 10.00 PV Pipe: 27 25.0 1.728 PL 10.00 PF 0.2 14 23.0 0.0 21.2 0.0 3.4 120 FTG ---- FE 0.0 15 23.0 0.0 21.0 0.0 0.017 TL 10.00 PV Pipe: 28 29.7 1.080 FL 0.50 PF 1.5 1 23.0 0.0 29.6 0.0 10.4 120 FTG T FE 0.0 201 23.0 5.6 28.1 29.7 0.235 TL 6.26 PV Pipe: 29 27.7 1.080 FL 0.50 PF 1.3 2 23.0 0.0 25.9 0.0 9.7 120 FTG T FE 0.0 202 23.0 5.6 24.6 27.7 0.207 TL 6.26 PV Pipe: 30 26.9 1.080 PL 0.50 PF 1.2 3 23.0 0.0 24.4 0.0 9.4 120 FTG T FE 0.0 203 23.0 5.6 23.1 26.9 0.196 TL 6.26 PV Pipe: 31 26.6 1.080 PL 0.50 PF 1.2 4 23.0 0.0 23.7 0.0 9.3 120 FTG T FE 0.0 204 23.0 5.6 22.5 26.6 0.191 TL 6.26 PV Pipe: 32 26.4 1.080 FL 0.50 PF 1.2 5 23.0 0.0 23.5 0.0 9.3 120 FTG T FE 0.0 205 23.0 5.6 22.3 26.4 0.189 TL 6.26 PV Pipe: 33 28.4 1.080 FL 0.50 PF 1.3 6 23.0 0.0 27.0 0.0 9.9 120 FTG T FE 0.0 206 23.0 5.6 25.7 28.4 0.216 TL 6.26 PV Pipe: 34 26.5 1.080 FL 0.50 PF 1.2 7 23.0 0.0 23.6 0.0 9.3 120 FTG T FE 0.0 207 23.0 5.6 22.4 26.5 0.190 TL 6.26 PV Pipe: 35 25.7 1.080 FL 0.50 PF 1.1 8 23.0 0.0 22.2 0.0 9.0 120 FTG T PE 0.0 208 23.0 5.6 21.1 25.7 0.180 TL 6.26 PV Pipe: 36 25.3 1.080 PL 0.50 PF 1.1 9 23.0 0.0 21.6 0.0 8.9 120 FTG T FE 0.0 209 23.0 5.6 20.5 25.3 0.175 TL 6.26 PV Pipe: 37 25.2 1.080 FL 0.50 PF 1.1 10 23.0 0.0 21.4 0.0 8.8 120 FTG T FE 0.0 210 23.0 5.6 20.3 25.2 0.174 TL 6.26 PV Pipe: 38 27.9 1.080 FL 2.66 PF 1.8 11 23.0 0.0 26.5 0.0 9.8 120 FTG T FE 0.0 211 23.0 5.6 24.8 27.9 0.209 TL 8.42 PV ;SPTtNKLER' SYSTEM HYDRAULIC ANALYS'PS Page 6 DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR SHELL.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL 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: 39 26.2 1.080 PL 0.50 PF 1.2 12 23.0 0.0 23.1 0.0 9.2 120 FTG T PE 0.0 212 23.0 5.6 22.0 26.2 0.187 TL 6.26 PV Pipe: 40 25.5 1.080 PL 0.50 PF 1.1 13 23.0 0.0 21.8 0.0 8.9 120 FTG T FE 0.0 213 23.0 5.6 20.7 25.5 0.177 TL 6.26 PV Pipe: 41 25.1 1.049 PL 0.50 PF 1.1 14 23.0 0.0 21.2 0.0 9.3 120 FTG T PE 0.0 214 23.0 5.6 20.1 25.1 0.198 TL 5.50 PV Pipe: 42 25.0 1.080 FL 0.50 PF 1.1 15 23.0 0.0 21.0 0.0 8.8 120 FTG T FE 0.0 215 23.0 5.6 19.9 25.0 0.171 TL 6.26 PV NOTES (HASS): Calculations were performed by the HASS 8.3 computer program under license no. 16080621 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 0.056 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.7 ft/sec at pipe 14. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOR under full flow conditions is 69.98 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINLTR SYSTEMH'YDRAULIC ANALYSISr Page 7 DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR SHELL.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL 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 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 4.070 10.54 21.09 6.33 23.20 12.65 2.11 21.09 21.09 21.09 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 PAGE: A 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 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: G MATERIAL: DynaFlow 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 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 WATER SUPPLY ANALYSIS 100.0 • • Lt QO • ¼) £ .LL'W OOU • U yjjj LEGEND 1 Available pressure 70.27 psi @ 648.2 gpm G 80.0 A U G E P 60.0 R E S S 40.0 1—--------- 2 2 Required pressure 66.11 psi 8 648.2 gpm Source Supply Curve System Demand Curve P S i 20.0 [IWs —14.7 200 300 400 500 600 700 FLOW (GPM) I, 1000 ' SPRINKLER SYSTEM HDRAULlC'ANALYSIS 9 DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR SHELL.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND FLR SHELL WATER SUPPLY CURVE 84+ 77+ *\\\\\\\\\ I \\\\\\\\\\ I \\\\\\\\\\ 70+ 0\\\\\\\\\\ I \\\\\\\\\ I 6X.6 psi @ 860 gpm-> * I Flow Test Point 63+ P 56+ R I E I S I S 49+ U I R I E I 42+ ( I P I S I I 35+ ) I 28+ 21+ 14+ LEGEND I' I X = Required Water Supply I 66.11 psi @ 648.2 gpm 7+ I 0 = Available Water Supply 70.27 psi @ 648.2 gpm +------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER STEM HYDRAULIC ANALYSIS Pagel DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR.MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOR 75.6 66.6 860.0 71.3 580.0 70.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 580.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 330.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SOR 0.0 SOURCE 70.1 330.0 RED 0.0 - - - - 69.6 BE'i 0.0 - - - - 68.5 - - - BF2 0.0 - - - - 54.5 - - - UG1 0.0 - - - - 53.1 BOR 0.5 - - - - 52.5 Ti 11.5 - - - - 47.5 - - - T2 23.0 - - - - 42.2 T3 25.0 - - - - 40.6 - - - T4 28.0 - - - - 38.5 F 28.0 - - - - 35.6 FO 28.0 - - - - 18.5 Fl 31.0 - - - - 10.3 - - - F2 31.0 - - - - 9.4 - - - F3 31.0 - - - - 7.5 F4 31.0 - - - - 7.1 - - - F5 31.0 - - - - 7.0 - - - F6 31.0 - - - - 7.0 F7 31.0 - - - - 7.0 - - - F8 28.0 - - - - 9.2 - - - F9 28.0 - - - - 9.7 G 28.0 - - - - 17.6 H 28.0 - - - - 28.4 31 28.0 K= 5.60 10.3 17.9 32 31.0 K= 5.60 10.2 17.9 33 28.0 K= 5.60 9.3 17.1 34 31.0 K= 5.60 8.0 15.8 35 28.0 K= 5.60 7.7 15.6 36 31.0 K= 5.60 7.4 15.2 37 28.0 K= 5.60 7.3 15.2 38 31.0 K= 5.60 7.1 14.9 39 28.0 K= 5.60 7.3 15.2 40 31.0 K= 5.60 7.0 14.8 41 28.0 K= 5.60 7.2 15.0 SPRINKLER SYSTEH(:DRAULiC';ANALYSIS •Pe 2 '. DATE:' 10/30/2012 ' C:\HASS83\C4873 2ND FLR MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 42 31.0 K= 5.60 7.0 14.8 43 28.0 K= 5.60 7.3 15.1 44 31.0 K= 5.60 7.0 14.8 45 31.0 K= 5.60 7.5 15.3 46 31.0 K= 5.60 7.7 , 15.5 47 28.0 K= 5.60 7.8 15.6 48 31.0 K= 5.60 8.0 15.9 49 31.0 K= 5.60 7.3 15.1 50 28.0 K= 5.60 8.6 16.5 51 31.0 K= 5.60 8.9 16.7 'SPRINKLER SYSTEM HiC ANALYSIS Pag: DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF 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: 1 330.0 5.850 PL 44.75 PF 0.5 SOR 0.0 SRCE 70.1 (N/A) 3.9 150 FTG TG PE 0.0 RED 0.0 0.0 69.6 0.0 0.004 TL 128.49 PV Pipe: 2 330.0 4.070 PL 22.00 PF 1.1 RED 0.0 0.0 69.6 0.0 8.1 150 FTG 2E PE 0.0 BF1 0.0 0.0 68.5 0.0 0.021 TL 53.86 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE BF1 0.0 0.0 68.5 0.0 14.0 psi, 330.0 gpm BF2 0.0 0.0 54.5 0.0 Pipe: 4 330.0 4.070 PL 50.00 PF 1.4 BF2 0.0 0.0 54.5 0.0 8.1 150 FTG E PE 0.0 UG1 0.0 0.0 53.1 0.0 0.021 TL 65.93 PV Pipe: 5 330.0 4.220 PL 3.00 PF 0.4 UG1 0.0 0.0 53.1 0.0 7.6 140 FTG E PE -0.2 BOR 0.5 0.0 52.5 0.0 0.020 TL 20.00 PV Pipe: 6 330.0 4.310 PL 11.50 PF 0.3 BOR 0.5 0.0 52.5 0.0 7.3 120 FTG ---- PE -4.8 Ti 11.5 0.0 47.5 0.0 0.024 TL 11.50 PV Pipe: 7 330.0 4.310 PL 11.50 PF 0.3 Ti 11.5 0.0 47.5 0.0 7.3 120 FTG ---- PE -5.0 T2 23.0 0.0 42.2 0.0 0.024 TL 11.50 PV Pipe: 8 330.0 4.310 PL 3.00 PF 0.7 T2 23.0 0.0 42.2 0.0 7.3 120 FTG T PE -0.9 T3 25.0 0.0 40.6 0.0 0.024 TL 30.87 PV Pipe: 9 330.0 4.310 PL 5.00 PF 0.8 T3 25.0 0.0 40.6 0.0 7.3 120 FTG 2E PE -1.3 T4 28.0 0.0 38.5 0.0 0.024 TL 32.88 PV Pipe: 10 174.1 2.703 PL 22.00 PF 2.9 T4 28.0 0.0 39.5 0.0 9.7 120 FTG T PE 0.0 F 28.0 0.0 35.6 0.0 0.071 TL 40.65 PV Pipe: ii 174.1 2.203 PL 62.00 PF 17.2 F 28.0 0.0 35.6 0.0 14.7 120 FTG 2ET PE 0.0 FO 28.0 0.0 18.5 0.0 0.192 TL 89.28 PV Pipe: hA 174.1 2.203 PL 8.50 PF 6.9 FO 28.0 0.0 18.5 0.0 14.7 120 FTG 4E PE -1.3 Fl 31.0 0.0 10.3 0.0 0.192 TL 35.78 PV (t 'T SPRIN-KLER SYSTEM HYDRAULTANALYSrS Page 4 DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF 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: 12 156.2 2.203 PL 1.00 PF 0.2 Fl 31.0 0.0 10.3 0.0 13.1 120 FTG ---- PE 0.0 32 31.0 5.6 10.2 17.9 0.157 TL 1.00 PV Pipe: 13 138.3 2.203 FL 6.00 PF 0.8 32 31.0 5.6 10.2 17.9 11.6 120 FTG ---- PE 0.0 F2 31.0 0.0 9.4 0.0 0.126 TL 6.00 PV Pipe: 14 121.2 2.203 PL 1.00 PF 1.4 F2 31.0 0.0 9.4 0.0 10.2 120 FTG T FE 0.0 34 31.0 5.6 8.0 15.8 0.098 TL 14.64 PV Pipe: 15 105.4 2.203 PL 6.70 PF 0.5 34 31.0 5.6 8.0 15.8 8.9 120 FTG ---- PE 0.0 F3 31.0 0.0 7.5 0.0 0.076 TL 6.70 PV Pipe: 16 89.9 2.203 PL 1.00 PF 0.1 F3 31.0 0.0 7.5 0.0 7.6 120 FTG ---- PE 0.0 36 31.0 5.6 7.4 15.2 0.057 TL 1.00 PV Pipe: 17 74.6 2.203 PL 6.40 PF 0.3 36 31.0 5.6 7.4 15.2 6.3 120 FTG ---- PE 0.0 F4 31.0 0.0 7.1 0.0 0.040 TL 6.40 PV Pipe: 18 59.5 2.203 PL 1.00 PF 0.0 F4 31.0 0.0 7.1 0.0 5.0 120 FTG ---- PE 0.0 38 31.0 5.6 7.1 14.9 0.026 TL 1.00 PV Pipe: 19 44.5 2.203 PL 6.60 PF 0.1 38 31.0 5.6 7.1 14.9 3.7 120 FTG ---- PE 0.0 F5 31.0 0.0 7.0 0.0 0.015 TL 6.60 PV Pipe: 20 29.4 2.203 FL 1.00 PF 0.0 F5 31.0 0.0 7.0 0.0 2.5 120 FTG ---- PE 0.0 40 31.0 5.6 7.0 14.8 0.007 TL 1.00 PV Pipe: 21 14.5 2.203 PL 6.60 PF 0.0 40 31.0 5.6 7.0 14.8 1.2 120 FTG ---- PE 0.0 F6 31.0 0.0 7.0 0.0 0.002 TL 6.60 PV Pipe: 22 -0.5 2.203 FL 1.00 PF 0.0 F6 31.0 0.0 7.0 0.0 0.0 120 FTG ---- PE 0.0 42 31.0 5.6 7.0 14.8 0.000 TL 1.00 PV Pipe: 23 -15.3 2.203 PL 6.00 PF 0.0 42 31.0 5.6 7.0 14.8 1.3 120 FTG ---- FE 0.0 F7 31.0 0.0 7.0 0.0 0.002 TL 6.00 PV Pipe: 24 -30.5 2.203 PL 1.00 PF 0.0 F7 31.0 0.0 7.0 0.0 2.6 120 FTG ---- PE 0.0 44 31.0 5.6 7.0 14.8 0.008 TL 1.00 PV .?3'PRINKLERSYSTEM HYDRAULIC AIYISIS Page 5 DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 -45.3 2.203 PL 9.75 PF 0.5 44 31.0 5.6 7.0 14.8 3.8 120 FTG 3E PE 0.0 45 31.0 5.6 7.5 15.3 0.016 TL 30.21 PV Pipe: 26 -60.6 2.203 PL 7.00 PF 0.2 45 31.0 5.6 7.5 15.3 5.1 120 FTG ---- PE 0.0 46 31.0 5.6 7.7 15.5 0.027 TL 7.00 PV Pipe: 27 -155.9 2.203 PL 40.50 PF 7.4 51 31.0 5.6 8.9 16.7 13.1 120 FTG E PE 1.3 G 28.0 0.0 17.6 0.0 0.157 TL 47.32 PV Pipe: 28 -155.9 2.203 PL 62.00 PF 10.8 G 28.0 0.0 17.6 0.0 13.1 120 FTG E PE 0.0 H 28.0 0.0 28.4 0.0 0.157 TL 68.82 PV Pipe: 29 -155.9 2.203 PL 30.83 PF 10.2 H 28.0 0.0 28.4 0.0 13.1 120 FTG 5E PE 0.0 T4 28.0 0.0 38.5 0.0 0.157 TL 64.93 PV Pipe: 30 17.9 1.080 PL 9.00 PF 1.4 Fl 31.0 0.0 10.3 0.0 6.3 120 FTG T PE 1.3 31 28.0 5.6 10.3 17.9 0.092 TL 14.76 PV Pipe: 31 17.1 1.080 PL 8.50 PF 1.4 F2 31.0 0.0 9.4 0.0 6.0 120 FTG ET PE 1.3 33 28.0 5.6 9.3 17.1 0.084 TL 16.57 PV Pipe: 32 15.6 1.080 PL 9.00 PF 1.0 F3 31.0 0.0 7.5 0.0 5.4 120 FTG T PE 1.3 35 28.0 5.6 7.7 15.6 0.071 TL 14.76 PV Pipe: 33 15.2 1.080 PL 8.50 PF 1.1 F4 31.0 0.0 7.1 0.0 5.3 120 FTG ET PE 1.3 37 28.0 5.6 7.3 15.2 0.068 TL 16.57 PV Pipe: 34 15.2 1.080 PL 9.00 PF 1.0 F5 31.0 0.0 7.0 0.0 5.3 120 FTG T PE 1.3 39 28.0 5.6 7.3 15.2 0.068 TL 14.76 PV Pipe: 35 15.0 1.080 PL 8.50 PF 1.1 F6 31.0 0.0 7.0 0.0 5.3 120 FTG ET PE 1.3 41 28.0 5.6 7.2 15.0 0.067 TL 16.57 PV Pipe: 36 15.1 1.080 PL 9.00 PF 1.0 F7 31.0 0.0 7.0 0.0 5.3 120 FTG T PE 1.3 43 28.0 5.6 7.3 15.1 0.068 TL 14.76 PV Pipe: 37 -76.2 2.203 PL 4.00 PF 0.2 46 31.0 5.6 7.7 15.5 6.4 120 FTG ---- PE 1.3 F8 28.0 0.0 9.2 0.0 0.042 TL 4.00 PV S S PRINKER SYSTEM HYDRAULIC ANALYS Page 6 * DATE: 10/30/2012 C:\HASS83\C4873 2ND FLR MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 38 -91.8 2.203 EL 3.00 PF 0.2 F8 28.0 0.0 9.2 0.0 7.7 120 FTG ---- PE -1.3 48 31.0 5.6 8.0 15.9 0.059 TL 3.00 PV Pipe: 39 -107.7 2.203 PL 4.00 PF 0.3 48 31.0 5.6 8.0 15.9 9.1 120 FTG ---- PE 1.3 F9 28.0 0.0 9.7 0.0 0.079 TL 4.00 PV Pipe: 40 -139.3 2.203 PL 4.00 PF 0.5 F9 28.0 0.0 9.7 0.0 11.7 120 FTG ---- PE -1.3 51 31.0 5.6 8.9 16.7 0.127 TL 4.00 PV Pipe: 41 15.6 1.080 PL 11.00 PF 1.4 F8 28.0 0.0 9.2 0.0 5.5 120 FTG ET PE 0.0 47 28.0 5.6 7.8 15.6 0.072 TL 19.07 PV Pipe: 42 15.1 1.080 PL 4.00 PF 1.0 F9 28.0 0.0 9.7 0.0 5.3 120 FTG 2T PE -1.3 49 31.0 5.6 7.3 15.1 0.067 TL 15.52 PV Pipe: 43 16.5 1.080 EL 7.00 PF 1.0 F9 28.0 0.0 9.7 0.0 5.8 120 FTG T PE 0.0 50 28.0 5.6 8.6 16.5 0.079 TL 12.76 PV NOTES (HASS): Calculations were performed by the HASS 8.3 computer program under license no. 16080621 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 0.057 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.7 ft/sec at pipe hA. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOR under full flow conditions is 71.19 psi compared to the minimum required pressure of 20.00 psi. SPRINKLEitYSTEMHYDRAULIC ANALYSIS t'i Pgé7 DATE: 10130/2012 C: \HASS83\C4873 2ND FLR MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 4.070 10.54 21.09 6.33 23.20 12.65 2.11 21.09 21.09 21.09 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: G MATERIAL: DynaFlow 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 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 WATER SUPPLY ANALYSIS 100.0 G 80.0 A U G E P 60.0 R E S S 40.0 2 I ..J • IIJ JJL.0 VV -VV JOJ.. .LLIW OQU • U YPILL LEGEND i Available pressure 71.26 psi 8 580.0 gpm 2 Required pressure 70.09 psi 8 580.0 gpm Source Supply Curve System Demand Curve P S i 20.0 —14.7 200 300 400 500 600 700 1000 FLOW (GPM) SPRINKLER SYSTEMHi1RLIC ANALYSIS DATE: 10/30/2012 C \HAss83\C4873 2ND FLR MANSARD.SDF JOB TITLE: SEASIDE VILLAGE CORNER 2ND MANSARD ROOF WATER SUPPLY CURVE 84+ 77+ *\\\\\\\\\ I \\\\\\\\\\ I \\\\0\\\\\ 70+ X \\\\\\\\\\ I \\\\\\\\\ 66.6 psi @ 860 gpm-> * I Flow Test Point 63+ P 56+ R I E I S I S 49+ U I R I E I 42+ ( I P I S I I 35+ ) I 28+ 21+ 14+ LEGEND 'I I X = Required Water Supply I 70.09 psi @ 580.0 gpm 7+ I 0 = Available Water Supply I 71.26 psi @ 580.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)