Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1648 CORTE ORCHIDIA; ; AS010112; Permit
3/15/24, 11:42AM AS0I0II2 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS0I0II2 1648 CORTE Job Address: ORCHIDIA Permit Type: SPRINK Parcel No: 2159501200 Lot #: 0 Reference No.: PC #: Project Title: ENCANTADA Status: ISSUED Applied 6/4/2001 Approved: 7/9/2001 Issued: 7/9/2001 Inspector: Applicant: Owner: RYLAND HOMES OF CALIFORNIA INC 5740 FLEET ST #200 CARLSBAD CA P Fees ($) Add'I Fees ($) Total ($) Balance ($) 760 0 760 0 about:blank 1/1 Carlsbad Fire Deparim (()112, 010471 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 (760) 602-4660 Plan Review Requirements Category: Auto. Sprinkler, OH Date of Report: 06/26/2001 Reviewed by: tn~ (c)7-- Name: Fire Sprinkler Sys. Address: 1787 Pomona Rd. Ste. IiW(' Corona CA 92882 7~R—p Job #: 010471 City, State: Plan Checker: Job Name: Encantada Bldg #: CB010471 Job Address: 1648 Corte Orchidia Ste. or Bldg. No. Approved 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. U Approved The item you have submitted for review has been approved subject to the Subject to 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 I or specifications required to indicate compliance with applicable codes and standards. U Incomplete 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 I or specifications to this office for review and approval. Review 1st _________ 2nd _________ 3rd _________ Other Agency ID ED Job # 010471 ED File # RYLAND HOMES Encantada - Carlsbad Tract #98-17 Lots Addresses CB #s 12 1648 Corte Orchidia CB010471 13 1652 Corte Orchidia CB010469 14 1656 Corte Orchidia CB01 0470 15 1660 Carte Orchidia CB010495 16 1668 Corte Orchidia CB010487 17 1672 Carte Orchidia CB010492 18 1676 Corte Orchidia CB010488 19 1680 Corte Orchidia CB010496 20 1673 Corte Orchidia CB010493 21 1671 Carte Orchidia CB010489 22 1667 Corte Orchidia CB010472 23 1663 Carte Orchidia CB010490 -71 CARLSBAD FIRE PROTECTION SERVICES Permit Submittal Form oq A. Check or fill in pertinent information for type of permit you are submitting. I AS —Automatic Sprinklers —"Commercial Number of Heads per System: System #_____ Heads_____ System # I Heads 1 System #_____ Heads_____ System # Heads 3 '+ System #_____ Heads_____ ystem # 3 Heads 32 I4e44 L Underground included for approval Underground included for reference only Total Fees P46 1 (10WIP/ 7 FS - Fixed Systems (Circle One) Hood & Duct, Halon, Special Chemical Agent, Standpipe, Spry Booth, or Appliance. Total Fees There may be an additiona fee of 50.00 er 1/2 hour for Failed Inspections. Address of job site _a4 I - &cide. OACItI.t Suite #______________ UT1 Contractor Information N City, State, Zip 4e üeLo 1 2i4- 9 Oq 0 It Kind of License and number CoOD Phone /roo 91ct 7:3 Certificate of Insurance on file with Fire Dept.? %r N jJA6 7t'2 - 457 Business License n file it Signature , )City: Date to FA - Fire Alarm 10 devices or less Over 10 devices # of devices Source: Public Test Date: By: Static: 86.4 psi Resid: 18.0 psi Fiow:1000.0 gpm Public Main Size: 6 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER• DEMAND No.Spklrs. Min Spklr. Press. Node Total Flowing Flow (psi) No. Flow 1 13.0 12.2 18 13.0 2 11.0 8.7 18 22.0 Avail. Req'd Press. Press. 86.4 36.5 86.3 49.0 ASco1(2. FIRE SPRINKLER SYSTEMS 1787 POMONA RD. # D CORONA, CA 91720 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ENCANTADA CARLSBAD, CA CORTE ORCHIDIA PLAN 1, SECOND FLOOR REMOTE 2 HEAD CALC 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 6/20/2001 File No: 6219A Data File Name: 6219A.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: H-3 Fi.Pend. (16x16) K=3.80 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.72 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=3.70 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntiBlazMastr HWC: 150 WATER SUPPLY REVIEWING AUTHORITY CITY OF CARLSBAD ENCANTADA Date: 6/20/2001 Page 2 File Na: 6219A S:\BEN\6219\CALC\6219A.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI) 1 35.00 --1---1 ---- 1 331.0 SRCE 13.0 1.28 36.5 ---- 22.0 3.40 49.0 150 1.101 7.0 ---- 2 333.0 ---- ---- 4.4 0.87 34.4 ---- 7.4 0.87 44.7 2 65.00 -2 ----- -3.0 2 333.0 ---- ---- 13.0 0.75 34.4 ---- 22.0 1.98 44.7 150 1.394 12.0 ---- 3 333.0 ---- ---- 2.7 0.00 30.6 ---- 4.6 0.00 39.8 3 4.00 -1----1 ---- 3 333.0 ---- ---- 13.0 0.20 30.6 ---- 22.0 0.54 39.8 150 1.265 9.0 ---- 4 337.0 ---- ---- 3.3 1.73 28.7 ---- 5.6 1.73 37.5 4 6.00 -113-1-----4 337.0 ---- ---- 13.0 1.02 28.7 ---- 22.0 2.70 37.5 150 1.055 21.0 ---- 5 343.0 ---- ---- 4.8 2.60 25.1 ---- 8.1 2.60 32.2 5 2.00 -----------5 343.0 ---- ---- 13.0 0.19 25.1 ---- 22.0 0.50 32.2 150 0.874 0.0 ---- 10 345.0 ---- ---- 7.0 0.87 24.0 ---- 11.8 0.87 30.8 6 15.00 -2---------10 345.0 ---- --- -13.0 2.17 24.0 ---- 22.0 5.75 30.8 150 0.874 8.0 ---- 11 345.0 ---- ---- 7.0 0.00 21.8 ---- 11.8 0.00 25.1 7 10.00 -1---------11 345.0 ---- ---- 13.0 1.32 21.8 ---- 22.0 3.50 25.1 150 0.874 4.0 ---- 12 355.0 -------- 7.0 4.33 16.2 ---- 11.8 4.33 17.3 8 8.50 -2-1-------12 355.0 ---- ---- 13.0 1.65 16.2 ---- 22.0 4.37 17.3 150 0.74 9.0 ---- 13 355.0 ---- ---- -7.0 0.00 14.5 ---- 11.8 0.00 12.9 9 22.00 -122-------13 355.0 ---- ---- 6.5 0.90 14.5 ---- 11.7 2.65 12.9 150 0.874 12.0 ---- 14 355.0 ---- ---- 3.5 0.00 13.6 ---- 6.3 0.00 10.2 10 8.50 ---3-------14 355.0 ---- ---- 6.5 0.30 13.6 ---- 11.7 0.90 10.2 150 0.874 3.0 ---- 15 355.0 ---- ---- 3.5 0.00 13.3 ---- 6.3 0.00 9.3 11 5.50 --1--------15 355.0 ---- ---- 0.0 0.00 13.3 ---- 11.0 0.59 9.3 150 0.874 3.0 ---- 16 355.0 3.72 ---- 0.0 0.00 13.3 11.0 5.9 0.00 8.7 12 9.50 ---2-------15 355.0 ---- ---- 6.5 0.30 13.3 ---- 0.7 0.01 9.3 150 0.874 2.0 ---- 17 355.0 ---- ---- 3.5 0.00 13.0 ---- 0.4 0.00 9.3 13 5.50 --1--------17 355.0 ---- ---- 13.0 0.80 13.0 ---- 11.0 0.59 9.3 150 0.874 3.0 ---- 18 355.0 3.72 13.0 7.0 0.00 12.2 11.0 5.9 0.00 8.7 14 45.00 --27-------17 355.0 ---- ---- -6.5 1.51 13.0 -----10.3 3.55 9.3 150 0.874 13.0 ---- 13 355.0 ---- ---- 3.5 0.00 14.5 ---- 5.5 0.00 12.9 15 10.00 --1--------14 355.0 ---- ---- 0.0 0.00 13.6 ---- 0.0 0.00 10.2 150 0.874 3.0 ---- 19 345.0 ---- ---- 0.0 4.33 18.0 ---- 0.0 4.33 14.6 16 4.00 --1--------19 345.0 ---- ---- 0.0 0.00 18.0 ---- 0.0 0.00 14.6 150 0.874 3.0 ---- 20 345.0 ---- ---- 0.0 0.00 18.0 ---- 0.0 0.00 14.6 17 10.00 ---2-------20 345.0 ---- ---- 0.0 0.00 18.0 ---- 0.0 0.00 14.6 150 0.874 2.0 ---- 21 345.0 ---- ---- 0.0 0.00 18.0 ---- 0.0 0.00 14.6 Fitting Code Letters: ENCANTADA Date: 6/20/2001 Page 3 File Nb: 6219A S:\BEN\6219\CALC\6219A.rdf E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatVlv Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.0 computer program (License No. R812099927) to provide an average imbalance of 0.010 gpm at each node with one sprinkler flowing, and 0.003 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 ENCANTADA Date: 6/20/2001 Page 4 File No: 6219A S:\BEN\6219\CALC\6219A.rdf WATER SUPPLY CURVE 90+ 82+ 75+ 68+ P 60+ R I E I S I S52+ U R I D E I 45+ ( I P I SW I 138-F I B 30+ 23+ =========================== LEGEND ============================ I Static = 86.4 psi, Residual = 18.0 psi @ 1000 gpm 15+ I (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 86.4 psi @ 13.0 gpm 86.3 psi @ 22.0 gpm 7.5+ I B = Required Water Supply D = Required Water Supply I 36.5 psi @ 13.0 gpm 49.0 psi @ 22.0 gpm -0.0 ------------------------------------------------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 POMONA RD. # D CORONA, CA 91720 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ENCANTADA CARLSBAD, CA CORTE ORCHIDIA PLAN 1, FIRST FLOOR REMOTE 2 HEAD CALC 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 6/20/2001 File No: 6219A1 Data File Name: 6219A1.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: H-3 Fl.Pend. (16x16) K=3.80 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.72 (Incl. 1 Tee) .4 0.0 ft. x 0.874 in. Arm-Over: K=3.70 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntlBlazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 86.4 psi Resid: 18.0 psi Flow:1000.0 gpm Public Main Size: 6 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Flowing Flow 1 13.0 2 11.0 REVIEWING AUTHORITY CITY OF CARLSBAD Press. Node Total Avail. Req'd (psi) No. Flow Press. Press. 12.2 21 13.0 86.4 34.2 8.7 21 22.5 86.3 51.2 E1'CANTADA Date: 6/20/2001 Page 2 File No: 6219A1 S:\BEN\6219\CALC\6219A1.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL FE (PSI) ==================================== * ===================== * ===================== 1 35.00 --1---1 ---- 1 331.0 SRCE 13.0 1.29 34.2 ---- 22.5 3.54 51.2 150 1.101 7.0 ---- 2 333.0 ---- ---- 4.4 0.87 32.0 ---- 7.6 0.87 46.8 2 65.00 -2 ----- -3.0 2 333.0 ---- ---- 13.0 0.75 32.0 ---- 22.5 2.07 46.8 150 1.394 12.0 ---- 3 333.0 ---- ---- 2.7 0.00 28.3 ---- 4.7 0.00 41.7 3 4.00 -1----1 ---- 3 333.0 ---- ---- 13.0 0.20 28.3 ---- 22.5 0.56 41.7 150 1.265 9.0 ---- 4 337.0 ---- ---- 3.3 1.73 26.4 ---- 5.7 1.73 39.4 4 6.00 -113-1-----4 337.0 ---- ---- 13.0 1.02 26.4 ---- 22.5 2.81 39.4 150 1.055 21.0 ---- 5 343.0 ---- ---- 4.8 2.60 22.7 ---- 8.3 2.60 34.0 5 2.00 -----------5 343.0 ---- ---- 13.0 0.19 22.7 ---- 22.5 0.52 34.0 150 0.874 0.0 ---- 10 345.0 ---- ---- 7.0 0.87 21.7 ---- 12.0 0.87 32.6 6 15.00 -2---------10 345.0 ---- ---- 13.0 2.17 21.7 ---- 22.5 6.00 32.6 150 0.874 8.0 ---- 11 345.0 ---- ---- 7.0 0.00 19.5 ---- 12.0 0.00 26.6 7 10.00 -1---------11 345.0 ---- ---- 13.0 1.32 19.5 ---- 22.5 3.65 26.6 150 0.874 4.0 ---- 12 355.0 ---- ---- 7.0 4.33 13.9 ---- 12.0 4.33 18.6 8 8.50 -2-1-------12 355.0 ---- ---- 13.0 1.65 13.9 ---- 22.5 4.56 18.6 150 0.874 9.0 ---- 13 355.0 ---- ---- 7.0 0.00 12.2 ---- 12.0 0.00 14.1 9 22.00 -122-------13 355.0 ---- ---- 8.0 1.31 12.2 ---- 13.8 3.61 14.1 150 0.874 12.0 ---- 14 355.0 ---- ---- 4.3 0.00 10.9 ---- 7.4 0.00 10.5 10 8.50 ---3-------14 355.0 ---- ---- -5.0 0.19 10.9 ---- -8.7 0.51 10.5 150 0.874 3.0 ---- 15 355.0 ---- ---- 2.7 0.00 11.1 ---- 4.6 0.00 11.0 11 5.50 --1--------15 355.0 ---- ---- 0.0 0.00 11.1 ---- 0.0 0.00 11.0 150 0.874 3.0 ---- 16 355.0 ---- ---- 0.0 0.00 11.1 ---- 0.0 0.00 11.0 12 9.50 ---2-------15 355.0 ---- ---- -5.0 0.19 11.1 ---- -8.7 0.51 11.0 150 0.874 2.0 ---- 17 355.0 ---- ---- 2.7 0.00 11.3 ---- 4.6 0.00 11.5 13 5.50 --1--------17 355.0 ---- ---- 0.0 0.00 11.3 ---- 0.0 0.00 11.5 150 0.874 3.0 ---- 18 355.0 ---- ---- 0.0 0.00 11.3 ---- 0.0 0.00 11.5 14 45.00 --27-------17 355.0 ---- ---- -5.0 0.94 11.3 ---- -8.7 2.58 11.5 150 0.874 13.0 ---- 13 355.0 ---- ---- 2.7 0.00 12.2 ---- 4.6 0.00 14.1 15 10.00 --1--------14 355.0 ---- ---- 13.0 1.23 10.9 ---- 22.5 3.39 10.5 150 0.874 3.0 ---- 19 345.0 ---- ---- 7.0 4.33 14.0 ---- 12.0 4.33 11.4 16 4.00 --1--------19 345.0 ---- ---- 13.0 0.66 14.0 ---- 22.5 1.82 11.4 150 0.874 3.0 ---- 20 345.0 3.72 ---- 7.0 0.00 13.3 11.5 12.0 0.00 9.6 17 10.00 ---2-------20 345.0 3.72 ---- 13.0 1.13 13.3 11.5 11.0 0.83 9.6 150 0.874 2.0 ---- 21 345.0 3.72 13.0 7.0 0.00 12.2 11.0 5.9 0.00 8.7 Fitting Code Letters: EWCANTADA Date: 6/20/2001 Page 3 File No: 6219A1 S:\BEN\6219\CALC\6219A1.rdf E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatViv Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.0 computer program (License No. R812099927) to provide an average imbalance of 0.002 gpm at each node with one sprinkler flowing, and 0.011 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 ENCANTADA Date: 6/20/2001 Page 4 File No: 6219A1 S:\BEN\6219\CALC\6219A1.rdf WATER SUPPLY CURVE 90+ *\\\\\\\p\\\\\\\\\\\\\c\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 82+ 75+ 68+ P 60+ R I E I S I S 52+ U I D R I E I 45+ ( I P I a I I 38+ ) I B 30+ 23+ LEGEND ============================ I Static = 86.4 psi, Residual = 18.0 psi @ 1000 gpm 15+ I (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 86.4 psi @ 13.0 gpm 86.3 psi @ 22.5 gpm 7.5+ I B = Required Water Supply D = Required Water Supply It I 34.2 psi @ 13.0 gpm 51.2 psi @ 22.5 gpm VI 0 .0 ------------------------------------------------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 POMONA RD. # D CORONA, CA 91720 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ENCANTADA CARLSBAD, CA CORTE ORCHIDIA PLAN 2, SECOND FLOOR REMOTE 2 HEAD CALC 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 6/20/2001 File No: 6219B Data File Name: 6219B.rdf SPRINKLER SPACING 256.0 sq. ft./spkir.(max) Max. Dist. Bet. Spkirs: 16.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spkir. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: H-3 Fl.Pend. (16x16) K=3.80 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.72 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=3.70 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntlBiazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 86.4 psi Resid: 18.0 psi Fiow:1000.0 gpm Public Main Size: 6 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 1 13.0 12.2 18 13.0 86.4 37.2 2 11.0 8.7 18 22.3 86.3 51.4 REVIEWING AUTHORITY CITY OF CARLSBAD EbJCANTADA Date: 6/20/2001 Page 2 File No: 6219B S:\BEN\6219\CALC\6219B.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI) 1 35.00 --1---1 ---- 1 331.0 SRCE 13.0 1.28 37.2 ---- 22.2 3.48 51.4 150 1.101 7.0 ---- 2 333.0 ---- ---- 4.4 0.87 35.1 ---- 7.5 0.87 47.0 2 65.00 -2 ----- -3.0 2 333.0 ---- ---- 13.0 0.75 35.1 ---- 22.3 2.03 47.0 150 1.394 12.0 ---- 3 333.0 ---- ---- 2.7 0.00 31.3 ---- 4.7 0.00 42.0 3 4.00 -1----1 ---- 3 333.0 ---- ---- 13.0 0.20 31.3 ---- 22.3 0.55 42.0 150 1.265 9.0 ---- 4 337.0 ---- ---- 3.3 1.73 29.4 ---- 5.7 1.73 39.7 4 6.00 -113-1-----4 337.0 ---- ---- 13.0 1.02 29.4 ---- 22.3 2.76 39.7 150 1.055 21.0 ---- 5 343.0 ---- ---- 4.8 2.60 25.8 ---- 8.2 2.60 34.4 5 2.00 -----------5 343.0 ---- ---- 13.0 0.19 25.8 ---- 22.3 0.51 34.4 150 0.874 0.0 ---- 10 345.0 ---- ---- 7.0 0.87 24.7 ---- 11.9 0.87 33.0 6 20.50 -2---------10 345.0 ---- ---- 13.0 2.69 24.7 ---- 22.3 7.30 33.0 150 0.874 8.0 ---- 11 345.0 ---- ---- 7.0 0.00 22.0 ---- 11.9 0.00 25.7 7 10.00 -1---------11 345.0 ---- ---- 13.0 1.32 22.0 ---- 22.3 3.58 25.7 150 0.8.74 4.0 ---- 12 355.0 ---- ---- 7.0 4.33 16.4 ---- 11.9 4.33 17.8 8 2.50 -1---------12 355.0 ---- ---- 13.0 0.61 16.4 ---- 22.3 1.66 17.8 150 0.a74 4.0 ---- 13 355.0 ---- ---- 7.0 0.00 15.7 ---- 11.9 0.00 16.1 9 51.50 --19-------13 355.0 ---- ---- 5.8 1.36 15.7 ---- 10.0 3.68 16.1 150 0.874 12.0 ---- 14 355.0 ---- ---- 3.1 0.00 14.4 ---- 5.3 0.00 12.4 10 14.00 --11-------14 355.0 ---- ---- 5.8 0.38 14.4 ---- 10.0 1.04 12.4 150 0.874 4.0 ---- 15 355.0 ---- ---- 3.1 0.00 14.0 ---- 5.3 0.00 11.4 11 6.00 ---1-------15 355.0 ---- ---- 13.0 0.66 14.0 ---- 22.3 1.79 11.4 150 0.874 1.0 ---- 16 355.0 ---- ---- 7.0 0.00 13.3 ---- 11.9 0.00 9.6 12 2.00 --1--------16 355.0 ---- ---- 0.0 0.00 13.3 ---- 11.3 0.36 9.6 150 0.874 3.0 ---- 17 355.0 3.72 ---- 0.0 0.00 13.3 11.3 6.0 0.00 9.2 13 11.00 ---1-------16 355.0 ---- ---- 13.0 1.13 13.3 ---- 11.0 0.83 9.6 150 0.874 1.0 ---- 18 355.0 3.72 13.0 7.0 0.00 12.2 11.0 5.9 0.00 8.7 14 14.00 --11-------15 355.0 ---- ---- -7.2 0.57 14.0 ---- -12.3 1.53 11.4 150 0.874 4.0 ---- 19 355.0 ---- ---- 3.8 0.00 14.6 ---- 6.6 0.00 12.9 15 4.50 --1--------19 355.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 12.9 150 0.874 3.0 ---- 20 355.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 12.9 16 23.50 -117-------19 355.0 ---- ---- -7.2 1.18 14.6 ---- -12.3 3.19 12.9 150 0.874 14.0 ---- 13 355.0 ---- ---- 3.8 0.00 15.7 ---- 6.6 0.00 16.1 17 10.00 -1---------20 355.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 12.9 150 0.874 4.0 ---- 21 345.0 ---- ---- 0.0 4.33 18.9 ---- 0.0 4.33 17.2 18 1.50 --1--------21 345.0 ---- ---- 0.0 0.00 18.9 ---- 0.0 0.00 17.2 EI4CANTADA Date: 6/20/2001 Page 3 File No: 6219B S:\BEN\6219\CALC\6219B.rdf 150 0.874 3.0 ---- 22 345.0 ---- ---- 0.0 0.00 18.9 ---- 0.0 0.00 17.2 19 7.50 ---1-------22 345.0 ---- ---- 0.0 0.00 18.9 ---- 0.0 0.00 17.2 150 0.874 1.0 ---- 23 345.0 ---- ---- 0.0 0.00 18.9 ---- 0.0 0.00 17.2 Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv Sprinkler system has been hydraulically calculated with the MASS HOUSE 2.0 computer program (License No. R812099927) to provide an average imbalance of 0.008 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 EICANTADA Date: 6/20/2001 Page 4 File No: 6219B S:\BEN\6219\CALC\6219B.rdf WATER SUPPLY CURVE 90+ 82+ 75+ 68+ P 60+ R I E I S I S 52+ U I D R I E I 45+ ( I P I S I 138+ ) I B 30+ 23+ I ============================ LEGEND ============================ I Static = 86.4 psi, Residual = 18.0 psi @ 1000 gpm 15+ I (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 86.4 psi @ 13.0 gpm 86.3 psi @ 22.3 gpm 7.5+ I B = Required Water Supply D = Required Water Supply 37.2 psi @ 13.0 gpm 51.4 psi @ 22.3 gpm 0.0 ------------------------------------------------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 POMONA RD. # D CORONA, CA 91720 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ENCANTADA CARLSBAD, CA CORTE ORCHIDIA PLAN 2, FIRST FLOOR REMOTE 2 HEAD CALC 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 6/20/2001 File No: 6219B1 Data File Name: 6219B1.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: H-3 F1.Pend. (16x16) K=3.80 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.72 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=3.70 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CntlBiazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 86.4 psi Resid: 18.0 psi Flow:1000.0 gpm Public Main Size: 6 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spkirs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 12.2 23 13.0 86.4 34.1 2 11.0 8.7 23 22.4 86.3 51.2 REVIEWING AUTHORITY CITY OF CARLSBAD EICANTADA Date: 6/20/2001 Page 2 File 1'o: 6219B1 S:\BEN\6219\CALC\6219B1.,rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI) ==================================== * ===================== * ===================== 1 35.00 --1---1 ---- 1 331.0 SRCE 13.0 1.29 34.1 ---- 22.3 3.50 51.2 150 1.101 7.0 ---- 2 333.0 ---- ---- 4.4 0.87 31.9 ---- 7.5 0.87 46.8 2 65.00 -2 ----- -3.0 2 333.0 ---- ---- 13.0 0.75 31.9 ---- 22.4 2.04 46.8 150 1.394 12.0 ---- 3 333.0 ---- ---- 2.7 0.00 28.2 ---- 4.7 0.00 41.8 3 4.00 -1----1 ---- 3 333.0 ---- ---- 13.0 0.20 28.2 ---- 22.4 0.55 41.8 150 1.265 9.0 ---- 4 337.0 ---- ---- 3.3 1.73 26.3 ---- 5.7 1.73 39.5 4 6.00 -113-1-----4 337.0 ---- ---- 13.0 1.02 26.3 ---- 22.4 2.78 39.5 150 1.055 21.0 ---- 5 343.0 ---- ---- 4.8 2.60 22.6 ---- 8.2 2.60 34.1 5 2.00 -----------5 343.0 ---- ---- 13.0 0.19 22.6 ---- 22.4 0.52 34.1 150 0.874 0.0 ---- 10 345.0 ---- ---- 7.0 0.87 21.6 ---- 12.0 0.87 32.7 6 20.50 -2---------10 345.0 ---- ---- 13.0 2.69 21.6 ---- 22.4 7.34 32.7 150 0.874 8.0 ---- 11 345.0 ---- ---- 7.0 0.00 18.9 ---- 12.0 0.00 25.4 7 10.00 -1---------11 345.0 ---- ---- 13.0 1.32 18.9 ---- 22.4 3.61 25.4 150 0.8.74 4.0 ---- 12 355.0 ---- ---- 7.0 4.33 13.2 ---- 12.0 4.33 17.5 8 2.50 -1---------12 355.0 ---- ---- 13.0 0.61 13.2 ---- 22.4 1.67 17.5 150 0.S74 4.0 ---- 13 355.0 ---- ---- 7.0 0.00 12.6 ---- 12.0 0.00 15.8 9 51.50 --19-------13 355.0 ---- ---- 4.8 0.96 12.6 ---- 8.3 2.61 15.8 150 0.874 12.0 ---- 14 355.0 ---- ---- 2.6 0.00 11.7 ---- 4.4 0.00 13.2 10 14.00 --11-------14 355.0 ---- ---- 4.8 0.27 11.7 ---- 8.3 0.74 13.2 150 0.874 4.0 ---- 15 355.0 ---- ---- 2.6 0.00 11.4 ---- 4.4 0.00 12.4 11 6.00 ---1-------15 355.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 12.4 150 0.874 1.0 ---- 16 355.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 12.4 12 2.00 --1--------16 355.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 12.4 150 0.874 3.0 ---- 17 355.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 12.4 13 11.00 ---1-------16 355.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 12.4 150 0.874 1.0 ---- 18 355.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 12.4 14 14.00 --11-------15 355.0 ---- ---- 4.8 0.27 11.4 ---- 8.3 0.74 12.4 150 0.874 4.0 ---- 19 355.0 ---- ---- 2.6 0.00 11.1 ---- 4.4 0.00 11.7 15 4.50 --1--------19 355.0 ---- ---- 13.0 0.71 11.1 ---- 22.4 1.93 11.7 150 0.874 3.0 ---- 20 355.0 ---- ---- 7.0 0.00 10.4 ---- 12.0 0.00 9.8 16 23.50 -117-------19 355.0 ---- ---- -8.2 1.50 11.1 -----14.1 4.09 11.7 150 0.874 14.0 ---- 13 355.0 ---- ---- 4.4 0.00 12.6 ---- 7.5 0.00 15.8 17 10.00 -1---------20 355.0 ---- ---- 13.0 1.32 10.4 ---- 22.4 3.61 9.8 150 0.874 4.0 ---- 21 345.0 ---- ---- 7.0 4.33 13.4 ---- 12.0 4.33 10.5 18 1.50 --1--------21 345.0 ---- ---- 13.0 0.42 13.4 ---- 22.4 1.16 10.5 ENCANTADA Date: 6/20/2001 Page 3 File No: 6219B1 S:\BEN\6219\CALC\6219B1.rdf 150 0.874 3.0 ---- 22 345.0 3.72 ---- 7.0 0.00 13.0 11.4 12.0 0.00 9.3 19 7.50 ---1-------22 345.0 3.72 ---- 13.0 0.80 13.0 11.4 11.0 0.59 9.3 150 0.874 1.0 ---- 23 345.0 3.72 13.0 7.0 0.00 12.2 11.0 5.9 0.00 8.7 Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.0 computer program (License No. R812099927) to provide an average imbalance of 0.002 gpm at each node with one sprinkler flowing, and 0.010 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 ENCANTADA Date: 6/20/2001 Page 4 File 1o: 6219B1 S:\BEN\6219\CALC\6219B1.rdf WATER SUPPLY CURVE 90+ 82+ 75+ 68+ P 60+ R I E I S I S 52+ U D R I E I 45+ ( I P I S I I 38+ ) I B 30+ 23+ I ========================= LEGEND ============================ I Static = 86.4 psi, Residual = 18.0 psi @ 1000 gpm 15+ I (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 86.4 psi @ 13.0 gpm 86.3 psi @ 22.4 gpm " 7.5+ I B = Required Water Supply D = Required Water Supply I' I 34.1 psi @ 13.0 gpm 51.2 psi @ 22.4 gpm 0 .0 ------------------------------------------------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 POMONA RD. # D CORONA, CA 91720 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ENCANTADA CARLSBAD, CA CORTE ORCHIDIA PLAN 3, SECOND FLOOR REMOTE 2 HEAD CALC 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 6/20/2001 File No: 6219C Data File Name: 6219C.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spkir. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: H-3 Fl.Pend. (16x16) K=3.80 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.72 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=3.70 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntlBlazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 86.4 psi Resid: 18.0 psi Flow:1000.0 gpm Public Main Size: 6 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flawing Flow (psi) No. Flow Press. Press. 1 13.0 12.2 17 13.0 86.4 35.3 2 11.0 8.7 17 22.4 86.3 46.8 REVIEWING AUTHORITY CITY OF CARLSBAD E11CANTADA Date: 6/20/2001 Page 2 File N: 6219C S:\BEN\6219\CALC\6219C.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL FE (PSI)*(GPM) VEL PE (PSI) ==================================== * ===================== * ===================== 1 35.00 --1---1 ---- 1 331.0 SRCE 13.0 1.28 35.3 ---- 22.4 3.52 46.8 150 1.101 7.0 ---- 2 333.0 ---- ---- 4.4 0.87 33.1 ---- 7.5 0.87 42.4 2 65.00 -2 ----- -3.0 2 333.0 ---- ---- 13.0 0.75 33.1 ---- 22.4 2.05 42.4 150 1.394 12.0 ---- 3 333.0 ---- ---- 2.7 0.00 29.4 ---- 4.7 0.00 37.4 3 4.00 -1----1 ---- 3 333.0 ---- ---- 13.0 0.20 29.4 ---- 22.4 0.56 37.4 150 1.265 9.0 ---- 4 337.0 ---- ---- 3.3 1.73 27.5 ---- 5.7 1.73 35.1 4 6.00 -113-1-----4 337.0 ---- ---- 13.0 1.02 27.5 ---- 22.4 2.80 35.1 150 1.055 21.0 ---- 5 343.0 ---- ---- 4.8 2.60 23.8 ---- 8.2 2.60 29.7 5 2.00 -----------5 343.0 -------- 13.0 0.19 23.8 ---- 22.4 0.52 29.7 150 0.874 0.0 ---- 10 345.0 ---- ---- 7.0 0.87 22.8 ---- 12.0 0.87 28.3 6 10.00 -----------10 345.0 ---- ---- 13.0 0.94 22.8 ---- 22.4 2.59 28.3 150 0.874 0.0 ---- 11 355.0 ---- ---- 7.0 4.33 17.5 ---- 12.0 4.33 21.4 7 9.50 -2---------11 355.0 ---- ---- 13.0 1.65 17.5 ---- 22.4 4.53 21.4 150 0.874 8.0 ---- 12 355.0 ---- ---- 7.0 0.00 15.9 ---- 12.0 0.00 16.8 8 51.00 -115-------12 355.0 ---- ---- 6.2 1.53 15.9 ---- 10.8 4.19 16.8 150 0.8.74 12.0 ---- 13 355.0 ---- ---- 3.3 0.00 14.3 ---- 5.8 0.00 12.7 9 1.50 --1--------13 355.0 ---- ---- 0.0 0.00 14.3 ---- 0.0 0.00 12.7 150 0.874 3.0 ---- 14 355.0 ---- ---- -0.0 0.00 14.3 ---- 0.0 0.00 12.7 10 17.00 --13-------13 355.0 ---- ---- 6.2 0.56 14.3 ---- 10.8 1.53 12.7 150 0.874 6.0 ---- 15 355.0 ---- ---- 3.3 0.00 13.8 ---- 5.8 0.00 11.1 11 3.50 --1--------15 355.0 ---- ---- 13.0 0.61 13.8 ---- 22.4 1.68 11.1 150 0.874 3.0 ---- 16 355.0 3.72 ---- 7.0 0.00 13.2 11.4 12.0 0.00 9.4 12 9.00 ---1-------16 355.0 3.72 ---- 13.0 0.94 13.2 11.4 11.0 0.69 9.4 150 0.874 1.0 ---- 17 355.0 3.72 13.0 7.0 0.00 12.2 11.0 5.9 0.00 8.7 13 59.00 --29-------15 355.0 ---- ---- -6.8 2.09 13.8 ---- -11.7 5.72 11.1 150 0.874 15.0 ---- 12 355.0 ---- ---- 3.6 0.00 15.9 ---- 6.2 0.00 16.8 14 10.00 -1---------14 355.0 ---- ---- 0.0 0.00 14.3 ---- 0.0 0.00 12.7 150 0.874 4.0 ---- 18 345.0 ---- ---- 0.0 4.33 18.7 ---- 0.0 4.33 17.0 15 7.50 -111-------18 345.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 17.0 150 0.874 8.0 ---- 19 345.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 17.0 16 9.00 ---1-------19 345.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 17.0 150 0.874 1.0 ---- 20 345.0 ---- ---- 0.0 0.00 18.7 ---- 0.0 0.00 17.0 Fitting Code Letters: E=45 Ell, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatViv Sprinkler system has been hydraulically calculated with the ENCANTADA Date: 6/20/2001 Page 3 File Nb: 6219C S:\BEN\6219\CALC\6219C.rdf HASS HOUSE 2.0 computer program (License No. R812099927) to provide an average imbalance of 0.012 gpm at each node with one sprinkler flowing, and 0.011 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 ENCANTADA Date: 6/20/2001 Page 4 File No: 6219C S:\BEN\6219\CALC\6219C.rdf WATER SUPPLY CURVE 90+ *\\\\\\\A\\\\\\\\\\\\\c\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 82+ 75+ 68+ P 60+ R I E I S I S 52+ U I R I E I D 45+ ( I P I S I I 38+ I B 30+ 23+ I LEGEND I Static = 86.4 psi, Residual = 18.0 psi @ 1000 gpm 15+ I (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 86.4 psi @ 13.0 gpm 86.3 psi @ 22.4 gpm 7.5+ I B = Required Water Supply D = Required Water Supply I 35.3 psi @ 13.0 gpm 46.8 psi @ 22.4 gpm 0 .0 ------------------------------------------------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 POMONA RD. # D CORONA, CA 91720 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ENCANTADA CARLSBAD, CA CORTE ORCHIDIA PLAN 3, FIRST FLOOR REMOTE 2 HEAD CALC 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 6/20./2001 File No: 6219C1 Data File Name: 6219C1.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: H-3 Fl.Pend. (16x16) K=3.80 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.72 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=3.70 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CntlBlazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 86.4 psi Resid: 18.0 psi Flow:1000.0 gpm Public Main Size: 6 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Flowing Flow 1 13.0 2 11.0 REVIEWING AUTHORITY CITY OF CARLSBAD Press. Node Total Avail. Reqtd (psi) No. Flow Press. Press. 12.2 20 13.0 86.4 33.5 8.7 20 22.4 86.3 49.4 ENCANTADA Date: 6/20/2001 Page 2 File No: 6219C1 S:\BEN\6219\CALC\6219C1.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI) (GPM) VEL PE (PSI) ==================================== * * ===================== 1 35.00 --1---1 ---- 1 331.0 SRCE 13.0 1.28 33.5 ---- 22.4 3.53 49.4 150 1.101 7.0 ---- 2 333.0 ---- ---- 4.4 0.87 31.3 ---- 7.6 0.87 45.0 2 65.00 -2 ----- -3.0 2 333.0 ---- ---- 13.0 0.75 31.3 ---- 22.4 2.05 45.0 150 1.394 12.0 ---- 3 333.0 ---- ---- 2.7 0.00 27.6 ---- 4.7 0.00 40.0 3 4.00 -1----1 ---- 3 333.0 ---- ---- 13.0 0.20 27.6 ---- 22.4 0.56 40.0 150 1.265 9.0 ---- 4 337.0 ---- ---- 3.3 1.73 25.7 ---- 5.7 1.73 37.7 4 6.00 -113-1-----4 337.0 ---- ---- 13.0 1.02 25.7 ---- 22.4 2.79 37.7 150 1.055 21.0 ---- 5 343.0 ---- ---- 4.8 2.60 22.0 ---- 8.2 2.60 32.3 5 2.00 -----------5 343.0 ---- ---- 13.0 0.19 22.0 ---- 22.4 0.52 32.3 150 0.874 0.0 ---- 10 345.0 ---- ---- 7.0 0.87 21.0 ---- 12.0 0.87 30.9 6 10.00 -----------10 345.0 ---- ---- 13.0 0.94 21.0 ---- 22.4 2.59 30.9 150 0.874 0.0 ---- 11 355.0 ---- ---- 7.0 4.33 15.7 ---- 12.0 4.33 24.0 7 9.50 -2---------11 355.0 ---- ---- 13.0 1.65 15.7 ---- 22.4 4.53 24.0 150 0.874 8.0 ---- 12 355.0 ---- ---- 7.0 0.00 14.1 ---- 12.0 0.00 19.4 8 51.00 -115-------12 355.0 ---- ---- 7.3 2.02 14.1 ---- 12.5 5.54 19.4 150 0..874 12.0 ---- 13 355.0 ---- ---- 3.9 0.00 12.0 ---- 6.7 0.00 13.9 9 1.50 --1--------13 355.0 ---- ---- 13.0 0.42 12.0 ---- 22.4 1.16 13.9 150 0.874 3.0 ---- 14 355.0 ---- ---- 7.0 0.00 11.6 ---- 12.0 0.00 12.7 10 17.00 --13-------13 355.0 ---- ---- -5.7 0.48 12.0 ---- -9.9 1.31 13.9 150 0.874 6.0 ---- 15 355.0 ---- ---- 3.1 0.00 12.5 ---- 5.3 0.00 15.2 11 3.50 --1--------15 355.0 ---- ---- 0.0 0.00 12.5 ---- 0.0 0.00 15.2 150 0.874 3.0 ---- 16 355.0 ---- ---- 0.0 0.00 12.5 ---- 0.0 0.00 15.2 12 9.00 ---1-------16 355.0 ---- ---- 0.0 0.00 12.5 ---- 0.0 0.00 15.2 150 0.874 1.0 ---- 17 355.0 ---- ---- 0.0 0.00 12.5 ---- 0.0 0.00 15.2 13 59.00 --29-------15 355.0 ---- ---- -5.7 1.54 12.5 -----9.9 4.23 15.2 150 0.874 15.0 ---- 12 355.0 ---- ---- 3.1 0.00 14.1 ---- 5.3 0.00 19.4 14 10.00 -1---------14 355.0 ---- ---- 13.0 1.32 11.6 ---- 22.4 3.62 12.7 150 0.874 4.0 ---- 18 345.0 ---- ---- 7.0 4.33 14.6 ---- 12.0 4.33 13.4 15 7.50 -111-------18 345.0 ---- ---- 13.0 1.46 14.6 ---- 22.4 4.01 13.4 150 0.874 8.0 ---- 19 345.0 3.72 ---- 7.0 0.00 13.2 11.4 12.0 0.00 9.4 16 9.00 ---1-------19 345.0 3.72 ---- 13.0 0.94 13.2 11.4 11.0 0.69 9.4 150 0.874 1.0 ---- 20 345.0 3.72 13.0 7.0 0.00 12.2 11.0 5.9 0.00 8.7 Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv Sprinkler system has been hydraulically calculated with the ENCANTADA Date: 6/20/2001 Page 3 File No: 6219C1 S:\BEN\6219\CALC\6219C1.rdf HASS HOUSE 2.0 computer program (License No. R812099927) to provide an average imbalance of 0.012 gpm at each node with one sprinkler flowing, and 0.003 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 ENCANTADA Date: 6/20/2001 Page 4 File No: 6219C1 S:\BEN\6219\CALC\621901.rdf WATER SUPPLY CURVE 90+ *\\\\\\\A\\\\\\\\\\\\\C\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 82+ 75+ 68+ P 60+ R I E I S I S 52+ U I R I D E I 45+ ( P I I I 38+ ) I I B 30+ 23+ I LEGEND ============================ Static = 86.4 psi, Residual = 18.0 psi @ 1000 gpm 15+ I (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 86.4 psi @ 13.0 gpm 86.3 psi @ 22.4 gpm 7.5+ I B = Required Water Supply D = Required Water Supply It 33.5 psi @ 13.0 gpm 49.4 psi @ 22.4 gpm 0.0 ------------------------------------------------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 POMONA RD. # D CORONA, CA 91720 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ENCANTADA CARLSBAD, CA CORTE ORCHIDIA PLAN 4 REMOTE 2 HEAD CALC 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 6/20/2001 File No: 6219D Data File Name: 6219D.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: H-3 Fi.Pend. (16x16) K=3.80 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=3.72 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=3.70 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntlBlazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 86.4 psi Resid: 18.0 psi Fiow:1000.0 gpm Public Main Size: 6 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 12.2 14 13.0 86.4 31.8 2 11.0 8.7 14 22.5 86.3 44.6 REVIEWING AUTHORITY CITY OF CARLSBAD ENCANTADA Date: 6/20/2001 Page 2 File Nd: 6219D S:\BEN\6219\CALC\6219D.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI) ==================================== * ===================== * ===================== 1 35.00 --1 --- ]. ---- 1 331.0 SRCE 13.0 1.28 31.8 ---- 22.5 3.54 44.6 150 1.101 7.0 ---- 2 333.0 ---- ---- 4.4 0.87 29.7 ---- 7.6 0.87 40.2 2 65.00 -2 ----- -3.0 2 333.0 ---- ---- 13.0 0.75 29.7 ---- 22.5 2.07 40.2 150 1.394 12.0 ---- 3 333.0 ---- ---- 2.7 0.00 25.9 ---- 4.7 0.00 35.1 3 4.00 -1 ---- ]. ---- 3 333.0 ---- ---- 13.0 0.20 25.9 ---- 22.5 0.56 35.1 150 1.265 9.0 ---- 4 337.0 ---- ---- 3.3 1.73 24.0 ---- 5.7 1.73 32.9 4 6.00 -113-1-----4 337.0 ---- ---- 13.0 1.02 24.0 ---- 22.5 2.81 32.9 150 1.055 21.0 ---- 5 343.0 ---- ---- 4.8 2.60 20.4 ---- 8.3 2.60 27.4 5 2.00 -----------5 343.0 ---- ---- 13.0 0.19 20.4 ---- 22.5 0.52 27.4 150 0.874 0.0 ---- 10 345.0 ---- ---- 7.0 0.87 19.3 ---- 12.0 0.87 26.1 6 25.00 -2---------10 345.0 ---- ---- -13.0 3.12 19.3 ---- 22.5 8.60 26.1 150 0.874 8.0 ---- 11 345.0 ---- ---- 7.0 0.00 16.2 ---- 12.0 0.00 17.5 7 52.50 ---9-------11 345.0 ---- ---- 7.7 2.19 16.2 ---- 13.3 6.05 17.5 150 0.74 9.0 ---- 12 345.0 ---- ---- 4.1 0.00 14.0 ---- 7.1 0.00 11.4 8 3.00 --1]. --- ---- 12 345.0 ---- ---- 13.0 0.66 14.0 ---- 22.5 1.82 11.4 150 0.74 4.0 ---- 13 345.0 3.72 ---- 7.0 0.00 13.3 11.5 12.0 0.00 9.6 9 11.00 ---1-------13 345.0 3.72 ---- 13.0 1.13 13.3 11.5 11.0 0.83 9.6 150 0.874 1.0 ---- 14 345.0 3.72 13.0 7.0 0.00 12.2 11.0 5.9 0.00 8.7 10 64.00 -1-9-------12 345.0 ---- ---- -5.3 1.39 14.0 ---- -9.2 3.85 11.4 150 0.874 13.0 ---- 15 345.0 ---- ---- 2.8 0.00 15.4 ---- 4.9 0.00 15.3 11 37.00 -1-3-------15 345.0 ---- ---- -5.3 0.80 15.4 ---- -9.2 2.20 15.3 150 0.874 7.0 ---- 11 345.0 ---- ---- 2.8 0.00 16.2 ---- 4.9 0.00 17.5 Fitting Code Letters: E=45 Eli, L=90 Ell, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatVlv Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.0 computer program (License No. R812099927)' to provide an average imbalance of 0.017 gpm at each node with one sprinkler flowing, and 0.018 gpm at each node with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 NCANTADA Date: 6/20/2001 Page 3 File No: 6219D S:\BEN\6219\CALC\6219D.rdf WATER SUPPLY CURVE 90+ 82+ 75+ 68+ P 60+ R I E I S 5 52+ U I R I E I a 45 D ( P I I .1s I I 38+ I B 30+ 23+ I============================ LEGEND ============================ I Static = 86.4 psi, Residual = 18.0 psi @ 1000 gpm 15+ I (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 86.4 psi @ 13.0 gpm 86.3 psi @ 22.5 gpm 7.5+ I B = Required Water Supply D = Required Water Supply 31.8 psi @ 13.0 gpm 44.6 psi @ 22.5 gpm 0 .0 ------------------------------------------------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM)