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6404 HALYARD PL; ; AS010034; Permit
1211125, 12:01 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: about:blank Fees($) 380 AS010034 Pem,it Data City of Carlsbad Sprinkler Permit Permit No: AS010034 6404 HALYARD PL Status: ISSUED SPRINK Applied 2/6/2001 2122231400 Approved: 0 Issued: Inspector: VISTA DE LAS FLORES APTS Add'I Fees ($) 0 Owner: PACIFIC VISTA LASFLORES L P 225 BROADWAY#1700 SAN DIEGO CA Total($) 380 Balance($) 0 111 6195939133 INNOVATIVE FIRE .\IMi\t..:i,cn".v r me rtW1c...,., ,u1'1 l'r-.r, :w, ''JLJUVt..l...Ju, PAGE 01 .,:.:~.~ lt!ZJ!oo-;y .. ~ rJtJ176 . , . . ' . . ,, . .. . . \ .. -CAlU,SBAD FlRE'!fl\·l'tl!ll-TlON 81:JtVlCSS • • · J>"•nnit S·1£lmi,ltLal Form· • • • .. '" ! -t~ • AS• Au10111u1i!' Sprlrikl.-rs . . • . • __ _ Commercial ____ ··-Rl!Si<l'~•tti:d_.,Z, fitl( ~,Jp 'f\/PctS· . • Nu1i1t11,r ofl r• pi:,1· System. • Syslll!TI #;.. . l{eu~...S~ Sys1cm ~--. _ Head!_:_. Sy,1..m. #.... _ Hends..:7D sr1cn1 II __ ,.-!-lead; __ , Sr11i!n, II ___ ,_ Heads_____ Sylllc!l\ II ____ • I-lends_ •. _ t11id~t&fou11~ ii1cludt.<I for appruval ____ _ lh,clqrgnmi1d included fu1 refe,cnc" c11ly _ ·-·· __ Tu111i lie~• :.3-'8o '..:!:!. ~ . ,,----- 1:~JNOVI\TIV~ F':'sF. :· 11 of'~evk.ell"" .c-,u, FS • J·1xl!d 5'>•,;iims '(Circle Op1) . Hooa ~.'D11~l;Hllio11, Sp.cei'at Che,11iicat Agent SU'pdpip~, •• , .... -:-...:_~:•PAGEpl-. ii,}• -~•VL.. ~ ,felil . . . ' . S1uay' l\t11>th,' oi-/\.ppliiini;"<:. • • ' ' . ' ' . . • ' . Tlfuro may bi=e ·1111 ildJ;ti011nt !cc of $50,00 por 11, t,our for F:llled :lnsptcli~n,; . ' U,. ~dd1;;.;s,oqil\i si~..: .. ....G:DBe,r.2' .s:u;>~ Suite # .,._ .-...: .• _ . •·' ' .. . ' • . -~ . c. ('ubi~tor 1~r01:n1alion N11nic~bllA£nv<.-~~o,J-ji~ Addrc,~..:,;.4{l$_y~~ ·-~- C:ity; !II!\;~. <l'.P. Gt« ~+M'-~1.Z:P ' -. -·- : KimJ ofi,i~,;113C·~.nuinbcr_(!..l6, .::..llLL+A.. l'bl1na@1!1J) f::PJ.'5~ 'IJ.,uo. • -1'tl'ca-1m~,u~ oflil • 11rt Ille wilb titre n,111.? ~or N .-.~ nu~\11~~~ l!I~~-'f ~·ill• ('.ily'I • • • @r N • Oall!_-i.!_P,; Of~~-- Carlsbad Fire Department 004795 1635 Faraday Ave. Carlsbad, CA 92008 FILE COPY Fire Prevention (760) 602-4660 Plan Review Requirements Category: Auto. Sprinkler, OH Reviewed by: Date of Report: 04/18/2001 ------------ Name: Innovative Fire Prat Address: 405 Vernon Way City, State: El Cajon CA 92020 Plan Checker: Job#: 004795 ------- Job Name: Bldg#: CB004795 -------------------''--Vista De Las Flores Job Address: 6404 Halyard Place Ste. or Bldg. No. IZI Approved D Approved Subject to D Incomplete Review FD Job# The item you have submitted for review has been approved. The approval is based on plans, information and I or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. The item you have submitted for review has been approved subject to the attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and / or specifications required to indicate compliance with applicable codes and standards. The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/ or specifications to this office for review and approval. 1st 004795 2nd FD File# 3rd Other Agency ID INNOVATIVE FIRE PROTECTION 405 VERNON WAY EL CAJON, CA 92020 LICENSE Cl6-711148 HYDRAULIC CALCULATIONS FOR VISTA DE LAS FLORES APARTMENTS COBBLESTONE ROAD CARLSBAD, CA BUILDING TYPE I FILE NUMBER: C1287.SDF DATE: 1. 30. 01 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED: FLOW AND PRESSURE (@ NODE BOR): srRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: SOURCE: .10 gpm/sq. ft. 324 sq. ft. 4 sprinklers 43. 4 gpm 43.4 gpm 43.4 gpm@ 64.1 psi 3.0 F. IBARRA CARLSBAD FIRE DEPARTMENT 110 psi 104 psi CARLSBAD WATER DEPARTMENT (GAIL) CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 Page 1 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I FOUR HEAD CALC WATER SUPPLY DATA SOURCE NODE TAG Sl STATIC PRESS. (PSI) 110.0 RESID. PRESS. (PSI) 104.0 @ FLOW (GPM) 500.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS. @ (PSI) 109.9 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION (FT) Sl 0.0 2 0.0 2A 0.0 3A 0.6 3 0.6 4 3.6 5 8.6 6 8.6 7 18.0 8 18.0 9 24.6 9A 24.0 lOA 24.0 11 24.6 12 24.6 12A 24.0 13A 24.0 NODE TYPE SOURCE K=a 3 . 0 0 K= 3.00 K= 3.00 K= 3.00 PRESSURE (PSI) 75.7 74.8 72.8 69.0 68.2 62.5 56.7 25.1 51. 7 18.6 14.4 13.2 14.3 14.4 13.5 13.4 12.5 TOTAL DEMAND (GPM) 43.8 REQ'D PRESS. (PSI) 75.7 43.8 GPM 0.0 GPM 0.0 GPM 43.8 GPM DISCHARGE (GPM) 43.8 --- --- --- --- --- --- --- --- --- --- 10.9 11.3 --- --- 11.0 10.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I FOUR 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) F.L./FT (PSI) Pipe: 1 43.8 1.985 PL 30.00 PF 0.9 Sl 0.0 SRCE 75.7 (N/A) 4.5 150 FTG ETG PE 0.0 2 0.0 0.0 74.8 0.0 0.016 TL 55.00 PV 0.1 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 74.8 0.0 2.0 psi, 43.8 gpm 2A 0.0 0.0 72.8 0.0 Pipe: 3 43.8 2.050 PL 205.00 PF 3.5 2A 0.0 0.0 72.8 0.0 4.3 150 FTG 2ET5L PE -0.3 3A 0.6 0.0 69.0 0.0 0.014 TL 251.00 PV 0.1 Pipe: 4 43.8 1.985 PL 10.00 PF 0.8 3A 0.6 0.0 69.0 0.0 4.5 150 FTG TC3L PE 0.0 3 0.6 0.0 68.2 0.0 0.016 TL 51.00 PV 0.1 Pipe: 5 43.8 1.049 PL 3.00 PF 4.4 3 0.6 0.0 68.2 0.0 16.3 120 FTG C PE -1.3 4 3.6 0.0 62.5 0.0 0.555 TL 8.00 PV 1.8 Pipe: 6 43.8 1.109 PL 6.00 PF 3.6 4 3.6 0.0 62.5 0.0 14.6 150 FTG E2R PE -2.2 5 8.6 0.0 56.7 0.0 0.280 TL 13.00 PV 1.4 Pipe: 7 20.7 0.874 PL 114.00 PF 31.6 5 8.6 0.0 56.7 0.0 11.1 150 FTG 3E5T PE 0.0 6 8.6 0.0 25.1 0.0 0.224 TL 141. 00 PV 0.8 Pipe: 8 23.1 1.109 PL 9.60 PF 0.9 5 8.6 0.0 56.7 0.0 7.7 150 FTG R PE -4.1 7 18.0 0.0 51. 7 0.0 0.086 TL 10.60 PV 0.4 Pipe: 9 20.7 0.874 PL 9.60 PF 2.4 6 8.6 0.0 25.1 0.0 11.1 150 FTG R PE -4.1 8 18.0 0.0 18.6 0.0 0.224 TL 10.60 PV 0.8 Pipe: 10 23.1 0.874 PL 85.00 PF 34.4 7 18.0 0.0 51. 7 0.0 12.3 150 FTG 7E4TR PE -2.9 9 24.6 0.0 14.4 0.0 0.273 TL 126.00 PV 1.0 Pipe: 11 10.9 0.874 PL 13.60 PF 1.5 9 24.6 0.0 14.4 0.0 5.8 150 FTG ETR PE 0.3 9A 24.0 3.0 13.2 10.9 0.068 TL 21.60 PV 0.2 Pipe: 12 11. 3 0.874 PL 0.60 PF 0.4 9 24.6 0.0 14.4 0.0 6.1 150 FTG ER PE 0.3 lOA 24.0 3.0 14. 3 11.3 0.073 TL 5.60 PV 0.2 Pipe: 13 0.8 0.874 PL 9.00 PF 0.0 9 24.6 0.0 14.4 0.0 0.4 150 FTG 2E PE 0.0 11 24.6 0.0 14.4 0.0 0.001 TL 17.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I FOUR HEAD CALC PIPE DATA (cont.) PIPE TAG END NODES Pipe: 11 12 12 12A 12 13A 11 8 Pipe: Pipe: Pipe: NOTES: ELEV. (FT) 14 24.6 24.6 15 24.6 24.0 16 24.6 24.0 17 24.6 18.0 NOZ. (K) 0.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 PT DISC. (PSI) (GPM) 14.4 13.5 13.5 13.4 13.5 12.5 14.4 18.6 0.0 0.0 0.0 11.0 0.0 10.6 0.0 0.0 Q(GPM) DIA(IN) VEL(FPS) HW(C) F.L./FT LENGTH (FT) 21. 6 11. 5 11. 0 5.9 10.6 5.7 -20.7 11.1 0.874 150 0.241 0.874 150 0.069 0.874 150 0.065 0.874 150 0.224 PL FTG TL PL FTG TL PL FTG TL PL FTG TL 1.00 T 4.00 0.60 TR 4.60 14.00 ER 19.00 5.00 R 6.00 Page 3 C1287.SDF PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV 1.0 0.0 0.9 0.3 0.3 0.2 1.2 0.3 0.2 1. 3 2.9 0.8 (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.057 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 16.3 ft/sec at pipe 5. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I FOUR HEAD CALC 0.874 1.109 PAGE: I Diameter (in) 1. 985 PAGE: J Diameter ( in) 2.050 4.00 5.00 3.00 5.00 1.00 1.00 0.00 0.00 1.00 1.00 MATERIAL: CPPR-L Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 2.00 MATERIAL: S40PVC Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 9.00 1.00 1.00 in Feet G 2.00 in Feet G 2.00 Page 4 C1287.SDF 0.00 0.00 A 0.00 A 0.00 1.00 1.00 D 0.00 D 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I FOUR HEAD CALC WATER SUPPLY CURVE p R E s s u R E ( p s I ) 120+ 110*0\\\\\\\\ \\\\\\\\\ 100+ 90+ 80+ J1 I 70+ 60+ 50+ 40+ 30+ 20+ X 10+ 0 * <-104.0 psi@ 500 gpm Flow Test Point LEGEND = Required Water Supply 75.74 psi@ 43.8 gpm = Available Water Supply 109.93 psi @ 43.8 gpm " " " " " " " " Page 5 C1287.SDF O++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I THREE HEAD CALC WATER SUPPLY DATA SOURCE NODE TAG Sl STATIC PRESS. (PSI) 110.0 RESID. PRESS. (PSI) 104.0 @ FLOW (GPM) 500.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS.@ (PSI) 110.0 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION (FT) Sl 0.0 2 0.0 2A 0.0 3A 0.6 3 0.6 4 3.6 5 8.6 6 8.6 7 18.0 8 18.0 9 24.6 9A 24.0 lOA 24.0 11 24.6 12 24.6 12A 24.0 13A 24.0 NODE TYPE SOURCE K= 3.00 K= 3.00 K= 3.00 PRESSURE (PSI) 56.2 55.6 53.6 51.3 50.8 46.8 42.5 23.6 37.9 18.1 14.8 15.0 14.6 14.4 13.5 13.4 12.5 TOTAL DEMAND (GPM) 33.1 REQ'D PRESS. (PSI) 56.2 33.1 GPM 0.0 GPM 0.0 GPM 33.1 GPM DISCHARGE (GPM) 33.1 --- ------ --- --- --- --- --- --- --- --- 11. 5 --- --- 11.0 10.6 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I THREE 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) F.L./FT (PSI) Pipe: 1 33.1 1. 985 PL 30.00 PF 0.5 Sl 0.0 SRCE 56.2 (N/A) 3.4 150 FTG ETG PE 0.0 2 0.0 0.0 55.6 0.0 0.010 TL 55.00 PV 0.1 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 55.6 0.0 2.0 psi, 33.1 gpm 2A 0.0 0.0 53.6 0.0 Pipe: 3 33.1 2.050 PL 205.00 PF 2.1 2A 0.0 0.0 53.6 0.0 3.2 150 FTG 2ET5L PE -0.3 3A 0.6 0.0 51. 3 0.0 0.008 TL 251.00 PV 0.1 Pipe: 4 33.1 1.985 PL 10.00 PF 0.5 3A 0.6 0.0 51. 3 0.0 3.4 150 FTG TC3L PE 0.0 3 0.6 0.0 50.8 0.0 0.010 TL 51. 00 PV 0.1 Pipe: 5 33.1 1.049 PL 3.00 PF 2.6 3 0.6 0.0 50.8 0.0 12.3 120 FTG C PE -1.3 4 3.6 0.0 46.8 0.0 0.330 TL 8.00 PV 1.0 Pipe: 6 33.1 1.109 PL 6.00 PF 2.2 4 3.6 0.0 46.8 0.0 11. 0 150 FTG E2R PE -2.2 5 8.6 0.0 42.5 0.0 0.166 TL 13.00 PV 0.8 Pipe: 7 15.7 0.874 PL 114.00 PF 18.9 5 8.6 0.0 42.5 0.0 8.4 150 FTG 3E5T PE 0.0 6 8.6 0.0 23.6 0.0 0.134 TL 141.00 PV 0.5 Pipe: 8 17.3 1.109 PL 9.60 PF 0.5 5 8.6 0.0 42.5 0.0 5.8 150 FTG R PE -4.1 7 18.0 0.0 37.9 0.0 0.050 TL 10.60 PV 0.2 Pipe: 9 15.7 0.874 PL 9.60 PF 1.4 6 8.6 0.0 23.6 0.0 8.4 150 FTG R PE -4.1 8 18.0 0.0 18.1 0.0 0.134 TL 10.60 PV 0.5 Pipe: 10 17.3 0.874 PL 85.00 PF 20.2 7 18.0 0.0 37.9 0.0 9.3 150 FTG 7E4TR PE -2.9 9 24.6 0.0 14.8 0.0 0.161 TL 126.00 PV 0.6 Pipe: 11 0.0 0.874 PL 13.60 PF 0.0 9 24.6 0.0 14.8 0.0 0.0 150 FTG ETR PE 0.3 9A 24.0 0.0 15.0 0.0 0.000 TL 21. 60 PV 0.0 Pipe: 12 11. 5 0.874 PL 0.60 PF 0.4 9 24.6 0.0 14.8 0.0 6.1 150 FTG ER PE 0.3 10A 24.0 3.0 14.6 11. 5 0.075 TL 5.60 PV 0.3 Pipe: 13 5.9 0.874 PL 9.00 PF 0.4 9 24.6 0.0 14.8 0.0 3.1 150 FTG 2E PE 0.0 11 24.6 0.0 14.4 0.0 0.022 TL 17.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I THREE HEAD CALC PIPE DATA (cont.) PIPE TAG END NODES Pipe: 11 12 Pipe: 12 12A Pipe: 12 13A Pipe: 11 8 NOTES: ELEV. (FT) 14 24.6 24.6 15 24.6 24.0 16 24.6 24.0 17 24.6 18.0 NOZ. ( K) 0.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 PT DISC. (PSI) (GPM) 14.4 0.0 13.5 0.0 13.5 0.0 13.4 11. 0 13.5 0.0 12.5 10.6 14.4 0.0 18.1 0.0 Q (GPM) DIA ( IN) VEL(FPS) HW(C) F.L./FT LENGTH (FT) 21. 6 0.874 PL 1.00 11.5 150 FTG T 0.241 TL 4.00 11.0 0.874 PL 0.60 5.9 150 FTG TR 0.069 TL 4.60 10.6 0.874 PL 14.00 5.7 150 FTG ER 0.065 TL 19.00 -15.7 0.874 PL 5.00 8.4 150 FTG R 0.134 TL 6.00 PRESS. SUM. (PSI) PF 1. 0 PE 0.0 PV 0.9 PF 0.3 PE 0.3 PV 0.2 PF 1. 2 PE 0.3 PV 0.2 PF 0.8 PE 2.9 PV 0.5 ( 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.068 gpm. ( 3 ) Velocity pressures are printed for not used in balancing the system. is 12.3 ft/sec at pipe 5. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee 1. 049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I THREE HEAD CALC 0.874 1.109 PAGE: I Diameter (in) 1.985 PAGE: J Diameter ( in) 2.050 4.00 5.00 3.00 5.00 1.00 1.00 0.00 0.00 1.00 1.00 MATERIAL: CPPR-L Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 2.00 MATERIAL: S40PVC Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 9.00 1.00 1.00 in Feet G 2.00 in Feet G 2.00 0.00 0.00 A 0.00 A 0.00 1.00 1.00 D 0.00 D 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I THREE HEAD CALC WATER SUPPLY CURVE p R E s s u R E ( p s I ) 120+ 110*0\\\\\\\\ \\\\\\\\\ 100+ 90+ 80+ 70+ 60+ I XI I 50+ 40+ 30+ 20+ X 10+ 0 = * <-104.0 psi@ 500 gpm Flow Test Point LEGEND Required Water Supply 56.15 psi@ 33.1 gpm " " " " " = Available Water Supply " 109.96 psi@ 33.1 gpm " " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 Page 1 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I TWO HEAD CALC WATER SUPPLY DATA SOURCE NODE TAG Sl STATIC PRESS. (PSI) 110.0 RESID. PRESS. (PSI) 104.0 @ FLOW (GPM) 500.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS.@ (PSI) 110.0 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG Sl 2 2A 3A 3 4 5 6 7 8 9 9A lOA 11 12 12A 13A ELEVATION (FT) 0.0 0.0 0.0 0.6 0.6 3.6 8.6 8.6 18.0 18.0 24.6 24.0 24.0 24.6 24.6 24.0 24.0 NODE TYPE PRESSURE (PSI) SOURCE 39.1 38.9 36.9 35.7 35.5 33.0 29.9 21.6 25.6 16.9 13.7 K= 3.00 12.6 14.0 13.7 13.5 13.7 K= 3.00 12.5 TOTAL DEMAND (GPM) 21.3 REQ'D PRESS. (PSI) 39.1 21. 3 GPM 0.0 GPM 0.0 GPM 21.3 GPM DISCHARGE (GPM) 21.3 --- --- --- --- --- --- --- --- --- --- 10.6 --- --- --- --- 10.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I TWO 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) F.L./FT (PSI) Pipe: 1 21. 3 1. 985 PL 30.00 PF 0.2 Sl 0.0 SRCE 39.1 (N/A) 2.2 150 FTG ETG PE 0.0 2 0.0 0.0 38.9 0.0 0.004 TL 55.00 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 38.9 0.0 2.0 psi, 21.2 gpm 2A 0.0 0.0 36.9 0.0 Pipe: 3 21. 2 2.050 PL 205.00 PF 0.9 2A 0.0 0.0 36.9 0.0 2.1 150 FTG 2ET5L PE -0.3 3A 0.6 0.0 35.7 0.0 0.004 TL 251.00 PV 0.0 Pipe: 4 21.2 1. 985 PL 10.00 PF 0.2 3A 0.6 0.0 35.7 0.0 2.2 150 FTG TC3L PE 0.0 3 0.6 0.0 35.5 0.0 0.004 TL 51.00 PV 0.0 Pipe: 5 21. 2 1.049 PL 3.00 PF 1.2 3 0.6 0.0 35.5 0.0 7.9 120 FTG C PE -1. 3 4 3.6 0.0 33.0 0.0 0.145 TL 8.00 PV 0.4 Pipe: 6 21. 2 1.109 PL 6.00 PF 1. 0 4 3.6 0.0 33.0 0.0 7.1 150 FTG E2R PE -2.2 5 8.6 0.0 29.9 0.0 0.073 TL 13.00 PV 0.3 Pipe: 7 10.1 0.874 PL 114.00 PF 8.3 5 8.6 0.0 29.9 0.0 5.4 150 FTG 3E5T PE 0.0 6 8.6 0.0 21. 6 0.0 0.059 TL 141.00 PV 0.2 Pipe: 8 11. 2 1.109 PL 9.60 PF 0.2 5 8.6 0.0 29.9 0.0 3.7 150 FTG R PE -4.1 7 18.0 0.0 25.6 0.0 0.022 TL 10.60 PV 0.1 Pipe: 9 10.1 0.874 PL 9.60 PF 0.6 6 8.6 0.0 21. 6 0.0 5.4 150 FTG R PE -4.1 8 18.0 0.0 16.9 0.0 0.059 TL 10.60 PV 0.2 Pipe: 10 11. 2 0.874 PL 85.00 PF 9.0 7 18.0 0.0 25.6 0.0 6.0 150 FTG 7E4TR PE -2.9 9 24.6 0.0 13.7 0.0 0.071 TL 126.00 PV 0.2 Pipe: 11 10.6 0.874 PL 13.60 PF 1.4 9 24.6 0.0 13.7 0.0 5.7 150 FTG ETR PE 0.3 9A 24.0 3.0 12.6 10.6 0.065 TL 21.60 PV 0.2 Pipe: 12 0.0 0.874 PL 0.60 PF 0.0 9 24.6 0.0 13.7 0.0 0.0 150 FTG ER PE 0.3 10A 24.0 0.0 14.0 0.0 0.000 TL 5.60 PV 0.0 Pipe: 13 0.5 0.874 PL 9.00 PF 0.0 9 24.6 0.0 13.7 0.0 0.3 150 FTG 2E PE 0.0 11 24.6 0.0 13.7 0.0 0.000 TL 17.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I TWO HEAD CALC PIPE DATA (cont.) PIPE TAG END NODES Pipe: 11 12 Pipe: 12 12A Pipe: 12 13A Pipe: 11 8 NOTES: ELEV. (FT) 14 24.6 24.6 15 24.6 24.0 16 24.6 24.0 17 24.6 18.0 NOZ. (K) 0.0 0.0 0.0 0.0 0.0 3.0 0.0 0.0 PT DISC. (PSI) (GPM) 13.7 13.5 13.5 13.7 13.5 12.5 13.7 16.9 0.0 0.0 0.0 0.0 0.0 10.6 0.0 0.0 Q(GPM) DIA(IN) VEL(FPS) HW(C) F.L./FT LENGTH (FT) 10.6 5.7 0.0 0.0 10.6 5.7 -10.1 5.4 0.874 150 0.065 0.874 150 0.000 0.874 150 0.065 0.874 150 0.059 PL FTG TL PL FTG TL PL FTG TL PL FTG TL 1.00 T 4.00 0.60 TR 4.60 14.00 ER 19.00 5.00 R 6.00 Page 3 C1287.SDF PRESS. SUM. (PSI) PF PE PV PF PE PV PF PE PV PF PE PV 0.3 0.0 0.2 0.0 0.3 0.0 1. 2 0.3 0.2 0.4 2.9 0.2 (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.053 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 7.9 ft/sec at pipe 5. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee 1. 049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I TWO HEAD CALC 0.874 1.109 PAGE: I Diameter ( in) 4.00 5.00 3.00 5.00 1.00 1.00 0.00 0.00 MATERIAL: CPPR-L HWC: 150 1.00 1.00 1.00 1.00 Equivalent Fitting Lengths in Feet. E T L C B G BP~INKLE~eSYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I ONE HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) Sl 110.0 104.0 500.0 110.0 13.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 13.0 TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 OTHER HOSE STREAM ALLOWANCES 0.0 TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 13.0 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Sl 0.0 SOURCE 38.7 13.0 2 0.0 ----38.6 --- 2A 0.0 ----36.6 --- 3A 0.6 ----36.0 --- 3 0.6 ---35.9 --- 4 3.6 ---34.1 --- 5 8.6 ----31.6 --- 6 8.6 ----28.0 --- 7 18.0 ----27.4 --- 8 18.0 ---23.7 --- 9 24.6 ----21. 2 --- 9A 24.0 ---21.4 --- lOA 24.0 ----21.4 --- 11 24.6 ---20.7 --- 12 24.6 ----20.3 --- 12A 24.0 ---20.6 --- 13A 24.0 K= 3.00 18.8 13.0 Page 4 C1287.SDF 0.00 0.00 1.00 1.00 A D Page 1 C1287.SDF REQ'D PRESS. (PSI) 38.7 GPM GPM GPM GPM ···--·'" ··-·-· ·• ---.. • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I ONE 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) F.L./FT (PSI) Pipe: 1 13.0 1.985 PL 30.00 PF 0.1 Sl 0.0 SRCE 38.7 (N/A) 1. 3 150 FTG ETG PE 0.0 2 0.0 0.0 38.6 0.0 0.002 TL 55.00 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 38.6 0.0 2.0 psi, 13.0 gpm 2A 0.0 0.0 36.6 0.0 Pipe: 3 13.0 2.050 PL 205.00 PF 0.4 2A 0.0 0.0 36.6 0.0 1.3 150 FTG 2ET5L PE -0.3 3A 0.6 0.0 36.0 0.0 0.001 TL 251.00 PV 0.0 Pipe: 4 13.0 1. 985 PL 10.00 PF 0.1 3A 0.6 0.0 36.0 0.0 1.3 150 FTG TC3L PE 0.0 3 0.6 0.0 35.9 0.0 0.002 TL 51.00 PV 0.0 Pipe: 5 13.0 1.049 PL 3.00 PF 0.5 3 0.6 0.0 35.9 0.0 4.8 120 FTG C PE -1.3 4 3.6 0.0 34.1 0.0 0.059 TL 8.00 PV 0.2 Pipe: 6 13.0 1.109 PL 6.00 PF 0.4 4 3.6 0.0 34.1 0.0 4.3 150 FTG E2R PE -2.2 5 8.6 0.0 31.6 0.0 0.030 TL 13.00 PV 0.1 Pipe: 7 6.4 0.874 PL 114.00 PF 3.6 5 8.6 0.0 31.6 0.0 3.4 150 FTG 3E5T PE 0.0 6 8.6 0.0 28.0 0.0 0.025 TL 141. 00 PV 0.1 Pipe: 8 6.6 1.109 PL 9.60 PF 0.1 5 8.6 0.0 31.6 0.0 2.2 150 FTG R PE -4.1 7 18.0 0.0 27.4 0.0 0.009 TL 10.60 PV 0.0 Pipe: 9 6.4 0.874 PL 9.60 PF 0.3 6 8.6 0.0 28.0 0.0 3.4 150 FTG R PE -4.1 8 18.0 0.0 23.7 0.0 0.025 TL 10.60 PV 0.1 Pipe: 10 6.6 0.874 PL 85.00 PF 3.4 7 18.0 0.0 27.4 0.0 3.5 150 FTG 7E4TR PE -2.9 9 24.6 0.0 21. 2 0.0 0.027 TL 126.00 PV 0.1 Pipe: 11 0.0 0.874 PL 13.60 PF 0.0 9 24.6 0.0 21.2 0.0 0.0 150 FTG ETR PE 0.3 9A 24.0 0.0 21.4 0.0 0.000 TL 21. 60 PV 0.0 Pipe: 12 0.0 0.874 PL 0.60 PF 0.0 9 24.6 0.0 21.2 0.0 0.0 150 FTG ER PE 0.3 lOA 24.0 0.0 21.4 0.0 0.000 TL 5.60 PV 0.0 Pipe: 13 6.6 0.874 PL 9.00 PF 0.5 9 24.6 0.0 21. 2 0.0 3.5 150 FTG 2E PE 0.0 11 24.6 0.0 20.7 0.0 0.027 TL 17.00 PV 0.1 ,,,. ·-·~·-·~·-, . • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING I ONE HEAD CALC PIPE DATA (cont.) PIPE TAG Q(GPM) DIA (IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. NODES ( FT) ( K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 13.0 0.874 PL 1.00 PF 0.4 11 24.6 0.0 20.7 0.0 7.0 150 FTG T PE 0.0 12 24.6 0.0 20.3 0.0 0.094 TL 4.00 PV 0.3 Pipe: 15 0.0 0.874 PL 0.60 PF 0.0 12 24.6 0.0 20.3 0.0 0.0 150 FTG TR PE 0.3 12A 24.0 0.0 20.6 0.0 0.000 TL 4.60 PV 0.0 Pipe: 16 13.0 0.874 PL 14.00 PF 1.8 12 24.6 0.0 20.3 0.0 7.0 150 FTG ER PE 0.3 13A 24.0 3.0 18.8 13.0 0.094 TL 19.00 PV 0.3 Pipe: 17 -6.4 0.874 PL 5.00 PF 0.2 11 24.6 0.0 20.7 0.0 3.4 150 FTG R PE 2.9 8 18.0 0.0 23.7 0.0 0.025 TL 6.00 PV 0.1 NOTES: ( 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.053 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 7.0 ft/sec at pipe 16. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee 1. 049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I ONE HEAD CALC 0.874 1.109 PAGE: I Diameter ( in) 1.985 PAGE: J Diameter (in) 2.050 4.00 5.00 3.00 5.00 1.00 1.00 0.00 0.00 1.00 1.00 MATERIAL: CPPR-L Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 2.00 MATERIAL: S40PVC Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 9.00 1.00 1.00 in Feet G 2.00 in Feet G 2.00 Page 4 C1287.SDF 0.00 0.00 A 0.00 A 0.00 1.00 1.00 D 0.00 D 0.00 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING I ONE HEAD CALC WATER SUPPLY CURVE 120+ 110*0\\\\\\\\ \\\\\\\\\ 100+ 90+ P 80+ R E s S 70+ u R E 60+ p s I 50+ ) 40+ XI I 30+ 20+ 10+ * <-104.0 psi@ 500 gpm Flow Test Point LEGEND X = Required Water Supply 38.73 psi@ 13.0 gpm O = Available Water Supply 109.99 psi@ 13.0 gpm Page 5 C1287.SDF O++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) INNOVATIVE FIRE PROTECTION 405 VERNON WAY EL CAJON, CA 92020 LICENSE Cl6-711148 HYDRAULIC CALCULATIONS FOR VISTA DE LAS FLORES APARTMENTS COBBLESTONE ROAD CARLSBAD, CA BUILDING TYPE II FILE NUMBER: Cl287.SDF DATE: 3. 13. 01 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED: FLOW AND PRESSURE (@ NODE BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: SOURCE: .10 gpm/sq. ft. 324 sq. ft. 4 sprinklers 43.9 gpm 43.9 gpm 43.9 gpm@ 72.7 psi 3.0 F. IBARRA CARLSBAD FIRE DEPARTMENT 110 psi 104 psi CARLSBAD WATER DEPARTMENT (GAIL) CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II FOUR HEAD CALC WATER SUPPLY DATA SOURCE NODE TAG S2 STATIC PRESS. (PSI) 110.0 RESID. PRESS. (PSI) 104.0 @ FLOW (GPM) 500.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS. @ (PSI) 109.9 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION (FT) S2 0.0 2 0.0 2A 0.0 3A 0.6 3 0.6 4 3.6 5 8.6 6 8.6 7 18.0 8 18.0 9 24.6 9A 24.0 lOA 24.0 11 24.6 12 24.6 12A 24.0 13A 24.0 NODE TYPE SOURCE K= 3.00 K= 3.00 K= 3.00 K= 3.00 PRESSURE (PSI) 80.6 79.7 77.7 73.5 72.7 67.0 61.1 33.6 56.0 27.4 14.5 13.3 14.3 14.4 13.5 13.4 12.5 TOTAL DEMAND (GPM) 43.9 REQ'D PRESS. (PSI) 80.6 43.9 GPM 0.0 GPM 0.0 GPM 43. 9 GPM DISCHARGE (GPM) 43.9 --- --- --- --- --- --- --- --- --- --- 10.9 11.4 --- --- 11.0 10.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II FOUR 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) F.L./FT (PSI) Pipe: 1 43.9 1.985 PL 30.00 PF 0.9 S2 0.0 SRCE 80.6 (N/A) 4.6 150 FTG ETG PE 0.0 2 0.0 0.0 79.7 0.0 0.017 TL 55.00 PV 0.1 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 79.7 0.0 2.0 psi, 43.9 gpm 2A 0.0 0.0 77.7 0.0 Pipe: 3 43.9 2.050 PL 240.00 PF 3.9 2A 0.0 0.0 77.7 0.0 4.3 150 FTG E9L PE -0.3 3A 0.6 0.0 73.5 0.0 0.014 TL 275.00 PV 0.1 Pipe: 4 43.9 1.985 PL 10.00 PF 0.8 3A 0.6 0.0 73.5 0.0 4.5 150 FTG TC3L PE 0.0 3 0.6 0.0 72.7 0.0 0.016 TL 51.00 PV 0.1 Pipe: 5 43.9 1. 049 PL 3.00 PF 4.5 3 0.6 0.0 72.7 0.0 16.3 120 FTG C PE -1. 3 4 3.6 0.0 67.0 0.0 0.556 TL 8.00 PV 1.8 Pipe: 6 43.9 1.109 PL 6.00 PF 3.7 4 3.6 0.0 67.0 0.0 14.6 150 FTG E2R PE -2.2 5 8.6 0.0 61.1 0.0 0.281 TL 13.00 PV 1.4 Pipe: 7 19.3 0.874 PL 114.00 PF 27.6 5 8.6 0.0 61.1 0.0 10.3 150 FTG 3E5T PE 0.0 6 8.6 0.0 33.6 0.0 0.195 TL 141.00 PV 0.7 Pipe: 8 24.6 1.109 PL 9.60 PF 1.0 5 8.6 0.0 61.1 0.0 8.2 150 FTG R PE -4.1 7 18.0 0.0 56.0 0.0 0.096 TL 10.60 PV 0.4 Pipe: 9 19.3 0.874 PL 9.60 PF 2.1 6 8.6 0.0 33.6 0.0 10.3 150 FTG R PE -4.1 8 18.0 0.0 27.4 0.0 0.195 TL 10.60 PV 0.7 Pipe: 10 24.6 0.874 PL 85.00 PF 38.7 7 18.0 0.0 56.0 0.0 13.2 150 FTG 7E4TR PE -2.9 9 24.6 0.0 14.5 0.0 0.307 TL 126.00 PV 1. 2 Pipe: 11 10.9 0.874 PL 13.60 PF 1.5 9 24.6 0.0 14.5 0.0 5.8 150 FTG ETR PE 0.3 9A 24.0 3.0 13.3 10.9 0.068 TL 21.60 PV 0.2 Pipe: 12 11.4 0.874 PL 0.60 PF 0.4 9 24.6 0.0 14.5 0.0 6.1 150 FTG ER PE 0.3 lOA 24.0 3.0 14. 3 11.4 0.074 TL 5.60 PV 0.2 Pipe: 13 2.3 0.874 PL 9.00 PF 0.1 9 24.6 0.0 14.5 0.0 1.2 150 FTG 2E PE 0.0 11 24.6 0.0 14.4 0.0 0.004 TL 17.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II FOUR HEAD CALC PIPE DATA (cont.) PIPE TAG END NODES Pipe: 11 12 Pipe: 12 12A Pipe: 12 13A Pipe: 11 8 NOTES: ELEV. (FT) 14 24.6 24.6 15 24.6 24.0 16 24.6 24.0 17 24.6 18.0 NOZ. (K) 0.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 Q(GPM) DIA(IN) PT DISC. VEL(FPS) HW(C) LENGTH (FT) (PSI) (GPM) • F.L./FT 21.6 0.874 PL 1.00 14.4 0.0 11. 5 150 FTG T 13.5 0.0 0.241 TL 4.00 11. 0 0.874 PL 0.60 13.5 0.0 5.9 150 FTG TR 13.4 11. 0 0.069 TL 4.60 10.6 0.874 PL 14.00 13.5 0.0 5.7 150 FTG ER 12.5 10.6 0.065 TL 19.00 -19.3 0.874 PL 35.00 14.4 0.0 10.3 150 FTG 2E3T 27.4 0.0 0.195 TL 52.00 PRESS. SUM. (PSI) PF 1.0 PE 0.0 PV 0.9 PF 0.3 PE 0.3 PV 0.2 PF 1.2 PE 0.3 PV 0.2 PF 10.2 PE 2.9 PV 0.7 ( 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.168 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 16.3 ft/sec at pipe 5. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II FOUR HEAD CALC 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 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 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A D Ell Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II FOUR HEAD CALC WATER SUPPLY CURVE 120+ 110*0\\\\\\\\ \\\\\\\\\ 100+ 90+ P S0+X R E s S 70+ u R E 60+ ( p s I 50+ ) 40+ 30+ 20+ 10+ * <-104.0 psi@ 500 gpm Flow Test Point LEGEND X = Required Water Supply 80.58 psi@ 43.9 gpm 0 = Available Water Supply 109.93 psi@ 43.9 gpm II 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 03/21/2001 Cl287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II THREE 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) S2 110.0 104.0 500.0 110.0 33.2 59.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 33.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 33.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S2 0.0 SOURCE 59.1 33.2 2 0.0 ----58.6 --- 2A 0.0 ----56.6 --- 3A 0.6 54.0 --- 3 0.6 ----53.5 --- 4 3.6 49.6 --- 5 8.6 ----45.2 --- 6 8.6 28.7 --- 7 18.0 ----40.6 --- 8 18.0 ----23.4 --- 9 24.6 ----14.9 --- 9A 24.0 ----15.2 --- lOA 24.0 K= 3.00 14.8 11.5 11 24.6 ----14.4 --- 12 24.6 ----13.5 --- 12A 24.0 K= 3.00 13.4 11.0 13A 24.0 K= 3.00 12.5 10.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II THREE 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) F .L. /FT (PSI) Pipe: 1 33.2 1.985 PL 30.00 PF 0.5 S2 0.0 SRCE 59.1 (N/A) 3.4 150 FTG ETG PE 0.0 2 0.0 0.0 58.6 0.0 0.010 TL 55.00 PV 0.1 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 58.6 0.0 2.0 psi, 33.1 gpm 2A 0.0 0.0 56.6 0.0 Pipe: 3 33.1 2.050 PL 240.00 PF 2.3 2A 0.0 0.0 56.6 0.0 3.2 150 FTG E9L PE -0.3 3A 0.6 0.0 54.0 0.0 0.008 TL 275.00 PV 0.1 Pipe: 4 33.1 1.985 PL 10.00 PF 0.5 3A 0.6 0.0 54.0 0.0 3.4 150 FTG TC3L PE 0.0 3 0.6 0.0 53.5 0.0 0.010 TL 51.00 PV 0.1 Pipe: 5 33.1 1.049 PL 3.00 PF 2.6 3 0.6 0.0 53.5 0.0 12.3 120 FTG C PE -1.3 4 3.6 0.0 49.6 0.0 0.331 TL 8.00 PV 1.0 Pipe: 6 33.1 1.109 PL 6.00 PF 2.2 4 3.6 0.0 49.6 0.0 11. 0 150 FTG E2R PE -2.2 5 8.6 0.0 45.2 0.0 0.167 TL 13.00 PV 0.8 Pipe: 7 14.6 0.874 PL 114.00 PF 16.6 5 8.6 0.0 45.2 0.0 7.8 150 FTG 3E5T PE 0.0 6 8.6 0.0 28.7 0.0 0.117 TL 141.00 PV 0.4 Pipe: 8 18.5 1.109 PL 9.60 PF 0.6 5 8.6 0.0 45.2 0.0 6.1 150 FTG R PE -4.1 7 18.0 0.0 40.6 0.0 0.057 TL 10.60 PV 0.3 Pipe: 9 14.6 0.874 PL 9.60 PF 1.2 6 8.6 0.0 28.7 0.0 7.8 150 FTG R PE -4.1 8 18.0 0.0 23.4 0.0 0.117 TL 10.60 PV 0.4 Pipe: 10 18.5 0.874 PL 85.00 PF 22.8 7 18.0 0.0 40.6 0.0 9.9 150 FTG 7E4TR PE -2.9 9 24.6 0.0 14.9 0.0 0.181 TL 126.00 PV 0.7 Pipe: 11 0.0 0.874 PL 13.60 PF 0.0 9 24.6 0.0 14 .9 0.0 0.0 150 FTG ETR PE 0.3 9A 24.0 0.0 15.2 0.0 0.000 TL 21.60 PV 0.0 Pipe: 12 11.5 0.874 PL 0.60 PF 0.4 9 24.6 0.0 14.9 0.0 6.2 150 FTG ER PE 0.3 lOA 24.0 3.0 14.8 11.5 0.076 TL 5.60 PV 0.3 Pipe: 13 7.0 0.874 PL 9.00 PF 0.5 9 24.6 0.0 14.9 0.0 3.7 150 FTG 2E PE 0.0 11 24.6 0.0 14.4 0.0 0. 030 TL 17.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II THREE HEAD CALC PIPE DATA (cont.) PIPE TAG END NODES Pipe: 11 12 Pipe: 12 12A Pipe: 12 13A Pipe: 11 8 NOTES: ELEV. (FT) 14 24.6 24.6 15 24.6 24.0 16 24.6 24.0 17 24.6 18.0 NOZ. ( K) 0.0 0.0 0.0 3.0 0.0 3.0 0.0 0.0 Q(GPM) DIA(IN) PT DISC. VEL(FPS) HW(C) LENGTH (FT) (PSI) (GPM) F.L./FT 21.6 0.874 PL 1.00 14.4 0.0 11.5 150 FTG T 13.5 0.0 0.241 TL 4.00 11.0 0.874 PL 0.60 13.5 0.0 5.9 150 FTG TR 13.4 11.0 0.069 TL 4.60 10.6 0.874 PL 14.00 13.5 0.0 5.7 150 FTG ER 12.5 10.6 0.065 TL 19.00 -14.6 0.874 PL 35.00 14.4 0.0 7.8 150 FTG 2E3T 23.4 0.0 0.117 TL 52.00 PRESS. SUM. (PSI) PF 1.0 PE 0.0 PV 0.9 PF 0.3 PE 0.3 PV 0.2 PF 1.2 PE 0.3 PV 0.2 PF 6.1 PE 2.9 PV 0.4 ( 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.011 gpm and a maximum imbalance at any node of 0.184 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 12.3 ft/sec at pipe 5. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II THREE HEAD CALC 0.874 1.109 PAGE: I Diameter ( in) 1.985 PAGE: J Diameter (in) 2.050 4.00 5.00 3.00 5.00 1.00 1.00 0.00 0.00 1.00 1.00 MATERIAL: CPPR-L Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 2.00 MATERIAL: S40PVC Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 9.00 1.00 1.00 in Feet G 2.00 in Feet G 2.00 0.00 0.00 A 0.00 A 0.00 1.00 1.00 D 0.00 D 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II THREE HEAD CALC WATER SUPPLY CURVE 120+ 110*0\\\\\\\\ \\\\\\\\\ 100+ 90+ P 80+ R E s S 70+ u R E 60+X p s I 50+ ) 40+ 30+ 20+ 10+ * <-104.0 psi@ 500 gpm Flow Test Point LEGEND X = Required Water Supply 59.13 psi@ 33.2 gpm 0 = Available Water Supply 109.96 psi@ 33.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING II TWO HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) S2 110.0 104.0 500.0 110.0 21.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 21. 3 TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 OTHER HOSE STREAM ALLOWANCES 0.0 TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.3 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S2 0.0 SOURCE 40.4 21. 3 2 0.0 40.1 --- 2A 0.0 ----38.1 --- 3A 0.6 36.9 --- 3 0.6 ----36.6 --- 4 3.6 ----34.2 --- 5 8.6 31.1 --- 6 8.6 ----23.8 --- 7 18.0 26.7 --- 8 18.0 ----19.2 --- 9 24.6 13.7 --- 9A 24.0 K= 3.00 12.6 10.6 lOA 24.0 ----14.0 --- 11 24.6 13.7 --- 12 24.6 ----13.5 --- 12A 24.0 ----13.7 --- 13A 24.0 K= 3.00 12.5 10.6 Page 1 C1287.SDF REQ'D PRESS. (PSI) 40.4 GPM GPM GPM GPM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II TWO 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) F.L./FT (PSI) Pipe: 1 21. 3 1.985 PL 30.00 PF 0.2 S2 0.0 SRCE 40.4 (N/A) 2.2 150 FTG ETG PE 0.0 2 0.0 0.0 40.1 0.0 0.004 TL 55.00 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 40.1 0.0 2.0 psi, 21. 2 gpm 2A 0.0 0.0 38.1 0.0 Pipe: 3 21. 2 2.050 PL 240.00 PF 1. 0 2A 0.0 0.0 38.1 0.0 2.1 150 FTG E9L PE -0.3 3A 0.6 0.0 36.9 0.0 0.004 TL 275.00 PV 0.0 Pipe: 4 21.2 1.985 PL 10.00 PF 0.2 3A 0.6 0.0 36.9 0.0 2.2 150 FTG TC3L PE 0.0 3 0.6 0.0 36.6 0.0 0.004 TL 51.00 PV 0.0 Pipe: 5 21. 2 1.049 PL 3.00 PF 1. 2 3 0.6 0.0 36.6 0.0 7.9 120 FTG C PE -1.3 4 3.6 0.0 34.2 0.0 0.145 TL 8.00 PV 0.4 Pipe: 6 21.2 1.109 PL 6.00 PF 1.0 4 3.6 0.0 34.2 0.0 7.1 150 FTG E2R PE -2.2 5 8.6 0.0 31.1 0.0 0.073 TL 13.00 PV 0.3 Pipe: 7 9.3 0.874 PL 114.00 PF 7.2 5 8.6 0.0 31.1 0.0 5.0 150 FTG 3E5T PE 0.0 6 8.6 0.0 23.8 0.0 0.051 TL 141. 00 PV 0.2 Pipe: 8 11. 9 1.109 PL 9.60 PF 0.3 5 8.6 0.0 31.1 0.0 4.0 150 FTG R PE -4.1 7 18.0 0.0 26.7 0.0 0.025 TL 10.60 PV 0.1 Pipe: 9 9.3 0.874 PL 9.60 PF 0.5 6 8.6 0.0 23.8 0.0 5.0 150 FTG R PE -4.1 8 18.0 0.0 19.2 0.0 0.051 TL 10.60 PV 0.2 Pipe: 10 11. 9 0.874 PL 85.00 PF 10.1 7 18.0 0.0 26.7 0.0 6.4 150 FTG 7E4TR PE -2.9 9 24.6 0.0 13.7 0.0 0.080 TL 126.00 PV 0.3 Pipe: 11 10.6 0.874 PL 13.60 PF 1.4 9 24.6 0.0 13.7 0.0 5.7 150 FTG ETR PE 0.3 9A 24.0 3.0 12.6 10.6 0.065 TL 21.60 PV 0.2 Pipe: 12 0.0 0.874 PL 0.60 PF 0.0 9 24.6 0.0 13.7 0.0 0.0 150 FTG ER PE 0.3 10A 24.0 0.0 14.0 0.0 0.000 TL 5.60 PV 0.0 Pipe: 13 1.3 0.874 PL 9.00 PF 0.0 9 24.6 0.0 13.7 0.0 0.7 150 FTG 2E PE 0.0 11 24.6 0.0 13.7 0.0 0.001 TL 17.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II TWO HEAD CALC PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 10.6 0.874 PL 1.00 PF 0.3 11 24.6 0.0 13.7 0.0 5.7 150 FTG T PE 0.0 12 24.6 0.0 13.5 0.0 0.065 TL 4.00 PV 0.2 Pipe: 15 0.0 0.874 PL 0.60 PF 0.0 12 24.6 0.0 13.5 0.0 0.0 150 FTG TR PE 0.3 12A 24.0 0.0 13.7 0.0 0.000 TL 4.60 PV 0.0 Pipe: 16 10.6 0.874 PL 14.00 PF 1.2 12 24.6 0.0 13.5 0.0 5.7 150 FTG ER PE 0.3 13A 24.0 3.0 12.5 10.6 0.065 TL 19.00 PV 0.2 Pipe: 17 -9.3 0.874 PL 35.00 PF 2.7 11 24.6 0.0 13.7 0.0 5.0 150 FTG 2E3T PE 2.9 8 18.0 0.0 19.2 0.0 0.051 TL 52.00 PV 0.2 NOTES: ( 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.157 gpm. ( 3) Velocity pressures are printed for not used in balancing the system. is 7.9 ft/sec at pipe 5. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 03/21/2001 Cl287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II TWO HEAD CALC 0.874 4.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.109 5.00 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 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 2.050 8.00 15.00 3.00 17.00 9.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING II TWO HEAD CALC WATER SUPPLY CURVE 120+ 110*0\\\\\\\\ \\\\\\\\\ 100+ 90+ P 80+ R E s S 70+ u R E 60+ ( p s I 50+ ) 40X+ 30+ 20+ 10+ * <-104.0 psi@ 500 gpm Flow Test Point LEGEND X = Required Water Supply 40.37 psi@ 21.3 gpm 0 = Available Water Supply 109.98 psi@ 21.3 gpm Page 5 C1287.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING II ONE HEAD CALC WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) S2 110.0 104.0 500.0 110.0 13.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 13.0 TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 OTHER HOSE STREAM ALLOWANCES 0.0 TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 13.0 NODE ANALYSIS DATA Page 1 C1287.SDF REQ'D PRESS. (PSI) 39.3 GPM GPM GPM GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S2 0.0 SOURCE 39.3 13.0 2 0.0 ----39.2 --- 2A 0.0 ----37.2 --- 3A 0.6 ----36.5 --- 3 0.6 ---36.4 --- 4 3.6 ----34.7 --- 5 8.6 ---32.1 --- 6 8.6 ----29.0 --- 7 18.0 ----27.9 --- 8 18.0 ---24.7 --- 9 24.6 ----21. 2 --- 9A 24.0 ----21. 5 --- lOA 24.0 ----21.5 --- 11 24.6 ----20.7 --- 12 24.6 ----20.3 --- 12A 24.0 ---20.6 --- l3A 24.0 K= 3.00 18.8 13.0 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II ONE 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) F.L./FT (PSI) Pipe: 1 13.0 1.985 PL 30.00 PF 0.1 S2 0.0 SRCE 39.3 (N/A) 1.3 150 FTG ETG PE 0.0 2 0.0 0.0 39.2 0.0 0.002 TL 55.00 PV 0.0 Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 39.2 0.0 2.0 psi, 13.0 gpm 2A 0.0 0.0 37.2 0.0 Pipe: 3 13.0 2.050 PL 240.00 PF 0.4 2A 0.0 0.0 37.2 0.0 1. 3 150 FTG E9L PE -0.3 3A 0.6 0.0 36 .5 0.0 0.001 TL 275.00 PV 0.0 Pipe: 4 13.0 1. 985 PL 10.00 PF 0.1 3A 0.6 0.0 36.5 0.0 1. 3 150 FTG TC3L PE 0.0 3 0.6 0.0 36.4 0.0 0.002 TL 51.00 PV 0.0 Pipe: 5 13.0 1.049 PL 3.00 PF 0.5 3 0.6 0.0 36.4 0.0 4.8 120 FTG C PE -1. 3 4 3.6 0.0 34.7 0.0 0.059 TL 8.00 PV 0.2 Pipe: 6 13.0 1.109 PL 6.00 PF 0.4 4 3.6 0.0 34.7 0.0 4.3 150 FTG E2R PE -2.2 5 8.6 0.0 32.1 0.0 0.030 TL 13.00 PV 0.1 Pipe: 7 5.9 0.874 PL 114.00 PF 3.1 5 8.6 0.0 32.1 0.0 3.2 150 FTG 3E5T PE 0.0 6 8.6 0.0 29.0 0.0 0.022 TL 141.00 PV 0.1 Pipe: 8 7.1 1.109 PL 9.60 PF 0.1 5 8.6 0.0 32.1 0.0 2.4 150 FTG R PE -4.1 7 18.0 0.0 27.9 0.0 0.010 TL 10.60 PV 0.0 Pipe: 9 5.9 0.874 PL 9.60 PF 0.2 6 8.6 0.0 29.0 0.0 3.2 150 FTG R PE -4.1 8 18.0 0.0 24.7 0.0 0.022 TL 10.60 PV 0.1 Pipe: 10 7.1 0.874 PL 85.00 PF 3.9 7 18.0 0.0 27.9 0.0 3.8 150 FTG 7E4TR PE -2.9 9 24.6 0.0 21.2 0.0 0.031 TL 126.00 PV 0.1 Pipe: 11 0.0 0.874 PL 13.60 PF 0.0 9 24.6 0.0 21.2 0.0 0.0 150 FTG ETR PE 0.3 9A 24.0 0.0 21.5 0.0 0.000 TL 21.60 PV 0.0 Pipe: 12 0.0 0.874 PL 0.60 PF 0.0 9 24.6 0.0 21. 2 0.0 0.0 150 FTG ER PE 0.3 lOA 24.0 0.0 21.5 0.0 0.000 TL 5.60 PV 0.0 Pipe: 13 7.1 0.874 PL 9.00 PF 0.5 9 24.6 0.0 21.2 0.0 3.8 150 FTG 2E PE 0.0 11 24.6 0.0 20.7 0.0 0.031 TL 17.00 PV 0.1 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/21/2001 C1287.SDF JOB TITLE: VISTA DE LAS FLORES BUILDING II ONE HEAD CALC PIPE DATA (cont.) PIPE TAG Q (GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES ( FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 13.0 0.874 PL 1.00 PF 0.4 11 24.6 0.0 20.7 0.0 7.0 150 FTG T PE 0.0 12 24.6 0.0 20.3 0.0 0.094 TL 4.00 PV 0.3 Pipe: 15 0.0 0.874 PL 0.60 PF 0.0 12 24.6 0.0 20.3 0.0 0.0 150 FTG TR PE 0.3 12A 24.0 0.0 20.6 0.0 0.000 TL 4.60 PV 0.0 Pipe: 16 13.0 0.874 PL 14.00 PF 1. 8 12 24.6 0.0 20. 3 0.0 7.0 150 FTG ER PE 0.3 13A 24.0 3.0 18.8 13.0 0.094 TL 19.00 PV 0.3 Pipe: 17 -5.9 0.874 PL 35.00 PF 1.1 11 24.6 0.0 20.7 0.0 3.2 150 FTG 2E3T PE 2.9 8 18.0 0.0 24.7 0.0 0.022 TL 52.00 PV 0.1 NOTES: ( 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 129H621 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.053 gpm. (3) Velocity pressures are printed for not used in balancing the system. is 7.0 ft/sec at pipe 14. information only, and are Maximum water velocity (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T R K C L B Ell Tee TEERUN COUPLG EL45 D 1.00 L • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING-II ONE HEAD CALC 0.874 1.109 PAGE: I Diameter ( in) 1.985 PAGE: J Diameter ( in) 2.050 4.00 5.00 3.00 5.00 1.00 1.00 0.00 0.00 1.00 1.00 MATERIAL: CPPR-L Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 2.00 MATERIAL: S40PVC Equivalent E T L Ell Tee HWC: 150 Fitting Lengths C B 8.00 15.00 3.00 17.00 9.00 1.00 1.00 in Feet G 2.00 in Feet G 2.00 Page 4 C1287.SDF 0.00 0.00 A 0.00 A 0.00 1.00 1.00 D 0.00 D 0.00 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/21/2001 JOB TITLE: VISTA DE LAS FLORES BUILDING II ONE HEAD CALC WATER SUPPLY CURVE 120+ 110*0\\\\\\\\ \\\\\\\\\ 100+ 90+ P 80+ R E s S 70+ u R E 60+ ( p s I 50+ ) 40X+ 30+ 20+ 10+ X 0 * <-104.0 psi@ 500 gpm Flow Test Point LEGEND = Required Water Supply 39.28 psi@ 13.0 gpm = Available Water Supply 109.99 psi@ 13.0 gpm " " " 11 " 11 11 " Page 5 C1287.SDF 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)