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2648 MARMOL CT; ; AS010204; Permit
1/2/25, 7:42 AM ASO 10204 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2648 MARMOL CT Permit Type: SPRINK Parcel No: 2154910500 Lot #: 0 Reference No.: PC #: Permit No: AS010204 Status: ISSUED Applied 10/22/2001 Approved: 1/16/2002 Issued: 1/16/2002 Inspector: Project Title: MARMOL RESIDENCE Applicant: Owner: WALDMAN MICHAEL J&SANDRA C 2648 MARMOL CT CARLSBAD CA Fees($) Add'l Fees ($) Total ($) Balance ($) 190 0 190 .0 about:blank 1/1 Carlsbad Fire Department 011623 1635 Faraday Ave. Fire Prevention Carlsbad, CA 92008 It111 (760) 602-4660 Plan Review Requirements Category: Auto. Sprinkler, OH Date of Report: 12/19/2001 Reviewed by: Name: Fire Sprinkler Sys. Address: 1787 Pomona Rd. Ste. D City, State: Corona CA 92882 A66v _4~ Plan Checker: Job #: 011623 Job Name: Waldman Residence Bldg #: CB011623 Job Address: 2648 Marmol Court Ste. or Bldg. No. Z Approved The item you have submitted for review has been approved. The approval is based on plans, information and / 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 / 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 / or specifications to this office for review and approval. Review 1st _________ 2nd _________ 3rd Other Agency lD FD Job # 011623 FD File # Flow Test Record Test Hydrant Location 5/ ?12tY?aJ - Hydrant ID No. Size Main Static ............. 2 1711 Residual ......... (JO Pressure Drop / (PD! 1).....K factor for PD! 1 Flow Hydrant(s) Hydrant 1 location Hydrant 2 location Hydrant 3 location Hydrant 1 Pitot Hydrant 2 Pitot Hydrant 3 Pitot 'PSI PSI PSI 77' . (ats) GPM: Size of Orifice______ GPM: Size of Orifice_______ GPM: Size of Orifice________ Total:________ NO Calculated test and flow data - 0 x PD2 k = Q2 PDI*k StaticS.................... Desired Residual ....... _20 Pressure Drop (PD 2).. K factor PD 2:2 73 x '7. 7c divided by "I equals d,013 GPM at 20 psi residual Q PD2k PD1k Q2 Comments: Test conducted for: Conducted by: Date: Time:________ 13 2001 9:35AM HP LASERJET 3200, p.2 Flow Test Record Test Hydrant Location Hydrant ID No. Size Main____________ Static .......... .... & L Residual.......... Pressure Drop.. ./ (PDI 1).....K factor for PDL 1 Flow Hydrant(s) Hydrant I location I Al ''L/21 aJ eL (aei-ss the) Hydrant 2 location Hydrant 3 locatiOn Hydrant 1 Pitot c5 PSI GPM: Size of Orifice________ Hydrant 2 Not —PSI GPM: Size of Orifice_________ Hydrant 3 Not _PSI GPM: Size of Orifice__________ Total:_______ (Qi) Calculated test and flow data - xPD2 k =92 PDI*k Static........................ Desired Residual .... ...20 Pressure Drop (PD 2).. _.......................... ...... .K factor PD 2: divided by 'f equals d,, GPM at 20 psi residual Q PD2k P1)1k Q2 Comments: JIt& 0/r, Test conducted for: Conducted by:_______________________ Date:___1-410'10 1 Time: / / :00 FIRE SPRINKLER SYSTEMS 1787 W. POMONA RD., SUITE D CORONA, CA 92880 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR WALDMAN RESIDENCE 2648 MARMOL COURT CARLSBAD, CA 92009 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 12/17/2001 File No: 60007 Data File Name: 60007.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: Central Descr: ROC Conc.Pend. (16x16) K=4,.20 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.09 (Inci. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.07 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntlBlazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: 10/04/01 By: CARLSBAD M. WATER Static: 64.8 psi Resid: 18.0 psi Fiow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flowing Flow (psi) 1 18.0 19.4 2 13.0 10.1 REVIEWING AUTHORITY CARLSBAD FIRE Node Total Avail. Req'd No. Flow Press. Press. 29 18.0 64.8 58.5 29 26.9 64.8 62.9 WALDMAN RESIDENCE Date: 12/17/2001 Page 2 File No: 60007 S:\LINDA\60007\CALC\60007.rdf WALDMAN RESIDENCE Date: 12/17/2001 Page 3 File No: 60007 S:\LINDA\6000.7\CALC\60007.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # LEN ELBRCSG LOSS END EL SF *DISCJj FLOW PF PT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI) = = == == = = = == === = ========= ======= == = == * ====== ======= === ==== = * === = = ===== = = === = = == == 1 45.00 --17--1 ---- 1 305.0 SRCE 18.0 8.62 58.5 ---- .26.9 18.10 62.9 150 0.874 5.0 ---- 2 315.0 ---- ---- -9.6 4.33 45.6 ---- 14.4 4.33 40.4 2 110.00 -2 ---- --8.0 2 315..0 ---- ---- 18.0 1.13 45.6 ---- 26.9 2.38 40.4 150 1.598 14.0 ---- 3 328.0 ---- ---- 2.9 5.63 30.8 ---- 4.3 5.63 24.4 3 4.00 -l---------3 328.0 ----- ---- 18.0 0.13 30.8 ---- 26.9 0.28 24.4 150 1.505 7.0 ---- 4 332.0 ---- ---- 3.2 1.73 29.0 ---- 4.8 1.73 22.4 4 6.00 -113-1-----4 332.0 ---- ---- 18.0 0.43 29.0 ---- 26.9 0.91 22.4 150 1.527 32.0 ---- 5 338.0 ---- ---- 3.2 2.60 25.9 ---- 4.7 2.60 18.9 5 2.00 -1---------5 338.0 ---- ---- 18.0 0.08 25.9 ---- 26.9 0.17 18.9 150 1.598 7.0 ---- 10 340.0 ---- ---- 2.9 0.87 25.0 ---- 4.3 0.87 17.9 6 6.50 -11--------10 340.0 ---- ---- 14.6 0.13 25.0 ---- 21.9 0.28 17.9 150 1.598 15.0 ---- 11 340.0 ---- ---- 2.3 0.00 24.8 ---- 3.5 0.00 17.6 7 20.00 --11-------.11 340.0 ---- ---- 5.3 0.03 24.8 ---- 8.0 0.06 17.6 150 1.598 . 9.0 ---- 50 340.0 ---- ---- 0.9 0.00 24.8 ---- 1.3 0.00 17.5 8 28.50 -113-------50 340.0 ------- 8.7 0.11 24.8 ---- 13.0 0.23 17.5 150 1.598 18.0 ----12 340.0 ---- ---- 1.4 0.00 24.7 ---- 2.1 0.00 17.3 9 6.50 --1--------12 340.0 ---- ---- 18.0 0.13 24.7 ---- 26.9 0.28 17.3 150 1.598 8.0 ---- 13 .340.0 ---- ---- 2.9 0.00 24.6 ------ 4.3 0.00 17.0 10 38.50 -1-6-------12 340.0. ---------9.3 0.14 24.7 ---- -13.9 0.29 17.3 150 1.598 13.0 ---- 11 340.0 ---- ---- 1.5 0.00 24.8 ---- 2.2 0.00 17.6 11 10.00 --1--------13 340.0 ---- ---- 18.0 0.16 24.6 ---- 26.9 0.34 17.0 150 1.598 8.0 ---- 14 350.0 ---- ---- 2.9 4.33 20.1 ---- 4.3 4.33 12.3 12 3.00 1---------14 350.0 --------. 18.0 0.09 20.1 ---- 26.9 0.19 12.3 150 1.598 7.0 ---- 15 350.0 ---- ---- 2.9 0.00 20.0 ---- 4.3 0.00 12.2 13 0.50 --1-------,- 15 350..0 ---fl ---- 12.2 0.06 20.0 ---- 18.2 0.12 12.2 150 1.394 6.0 ---- 16 350.0 ---- ---- 2.6 0.00 19.9 ---- 3.8 0.00 12.0 14 31.50 --17-------16 350.0 ---- ---- 7.2 0.14 19.9 ---- P10.7 0.30 12.0 150 1.394 13.0 ---- 17 350.0 ---- ---- 1.5 0.00 19.8 ---- 2.3 0.00 11.7 15 26.50 ---8-------17 350.0 ---- ---- 7.2 0.11 19.8 ---- 10.7 0.23 11.7 150 1.394 8.0 ---- 18 350.0 ---- ---- 1.5 0.00 19.7 ---- 2.3 0.00 11.5 16 4.00 --1--------18 350.0 ---- ---- 18.0 0.18 19.7 ---- 26.9 0.37 11.5 150 1.394 6.0 ---- 19 350.0 ----- ---- 3.8 0.00 19.5 ---- 5.7 0.00 11.1 17 2.00 ---1-------18 350.0 ---- ---- - 10.8 0.02 19.7 ---- -16.2 0.04 11.5 180 1.394 1.0 ---- 20 350.0 ---- ---- 2.3 0.00 19.7 ---- 3.4 0.00 11.5 WALDMAN RESIDENCE Date: 12/17/2001 Page 4 File No: 60007 S:\LINDA\60007\CALC\60007.rdf 18 6.00 --1--------20 350.0 ---- ---- 0.0 0.00 19.7 ---- 0.0 0.00 11.5 150 0.874 3.0 ---- 21 350.0 ---- ----- 0.0 0.00 19.7 ---- 0.0 0.00 11.5 19 5.50 ---1-------2,0 350.0 ---- ---- - 10.8 0.04 19.7 ---- -16.2 0.09 11.5 150 1.394 1.0 ---- 23 350.0 ---- ---- 2.3 0.00 19.7 ---- 3.4 0.00 11.6 20 48.50 -1-6-------16 350.0 ---- ---- 5.0 0.10 19.9 ---- 7.5 0.21 12.0 150 1.394 12.0 ---- 22 350.0 ---- ---- 1.1 0.00 19.8 ---- 1.6 0.00 11.8 21 40.50 --17-------22 350.0 ---- ---- 5.0 0.09 19.8 ---- 7.5 0.19 11.8 150 1.394 13.0 ---- 23 350.0 ---- ---- 1.1 0.00 19.7 ---- 1.6 0.00 11.6 22 17.00 -1-1-------23 350.0 ---- ---- -5.8 0.05 19.7 -----8.7 0.11 11.6 150 1.394 7.0 ---- 24 350.0 ---- ---- 1.2 0.00 19.8 ---- 1.8 0.00 11.7 23 6.00 --1--------24 50.0 ----- ---- 0.0 0.00 19.8 ---- 0.0 0.00 11.7 150 0.874 3.0 ---- 25 350.0 ---- ---- 0.0 0.00 19.8 ---- 0.0 0.00 11.7 24 44.00---6 --- ---- 24 350.0 ---- ---- -5.8 0.11 19.8 ---- -8.7 0.23 11.7 150 1.394 6.0 ---- 26 350.0 ---- ---- 1.2 0.00 19.9 ---- 1.8 0.00 12.0 25 27.50 -1-5-------26 350.0 ---- ---- -5.8 0.08 19.9 -----8.7 0.18 12.0 150 1.394 11.0 ---- 15 350.0 ---- ---- 1.2 0.00 20.0 ---- 1.8 0.00 12.2 26 10.00 -1---------19 350.0 ---- ---- 18.0 0.84 19.5 ---- 26.9 1.76 11.1 150 1.101 5.0 ---- 27,340.0 ---- ---- 6.1 4.33 23.0 ---- 9.1 4.33 13.7 27 3.00 --1--------27 340.0 ---- ---- 18.0 1.03 23.0 ---- 26.9 2.17 13.7 150 0.874 3.0 ---- 28 340.0.4.09 ---- 9.6 0.00 22.0 13.9 14.4 0.00 11.5 28 10.00 -1-1--------28 340.0 4.09 ---- 18.0 2.59 22.0 13.9 13.0 1.42 11.5 150 0.874 5.0 ---- 29 340.0 4.09 18.0 9.6 0.00 19.4 13.0 7.0 0.00 10.1 29 4.00 -11 ---- ---.- 10 340.0 ---- ---- 3.4 0.01 25.0 ---- 5.0 0.02 17.9 150 1.598 15.0 ---- 30 340.0 ---- ---- 0.5 0.00 25.0 ---- 0.8 0.00 17.9 30 8.00 -1---------30 340.0 ---- ---- 3.4 0.01 25.0 ---- 5.0 0.01 17.9 150 1.598 7.0 ---- 31 332.0 ---- ---- 0.5 3.47 28.4 ---- 0.8 3.47 21.3 31 34.00 ---5 ------31 332.0 ---- ---- 3.4 0.02 28.4 ---- 5.0 0.05 21.3 150 1.505 5.0 ---- 32 332.0 ---- ---- 0.6 0.00 28.4 ---- 0.9 0.00 21.3 32 8.00 -1---------32 332.0 ---- ---- 3.4 0.01 28.4 ---- 5.0 0.01 21.3 150 1.598 ' 7.0 ---- 33 340.0 ---- ---- 0.5 3.47 24.9 ---- 0.8 3.47 17.8 33 4.50 -1---------33 340.0 ---- ---- 3.4 0.00 24.9 ---- 5.0 0.01 17.8 1501.598 7.0 ---- 34 340.0 ---- ---- 0.5 0.00 24.9 ---- 0.8 0.00 17.8 34 2.00 --1--------34 340.0 ---- ---- 3.4 0.00 24.9 ---- 5.0 0.01 17.8 150 1.598 8.0 ---- 35 340.0 ---- ---- 0.5 0.00 24.9 ---- 0.8 0.00 17.8 35 10.00 -1---------35 340.0 ---- ---- 3.4 0.01 24.9 ---- 5.0 0.01 17.8 150 1.598 7.0 ---- 36 350.0 ---- ---- 0.5 4.33 20.6 ---- 0.8 4.33 13.4 36 3.00 -2---------36 350.0' --------3.4 0.01 20.6 ---- 5.0 0.01 13.4 150 1.598 14.0 ---- 37 350.0 ---- ---- 0.5 0.00 20.6 ---- 0.8 0.00 13.4 37 14.50 --1--------37 350.0 ---- ---- 1.1 0.00 20.6 ---- 1.6 0.00 13.4 150 1.394 6.0 ---- 38 350.0 ---- ---- ' 0.2 0.00 20.6 ---- 0.3 0.00 13.4 WALDMAN RESIDENCE Date: 12/17/2001 Page 5 File No: 60007 S:\LINDA\60007\CALC\60007 .rdf 38 18.50 --11-------38 350.0 -------- 1.1 0.00 20.6 ---- 1.6 0.01 13.4 150 1.394 7.0 ---- 39 350.0 -------- 0.2 0.00 20.6 ---- 0.3 0.00 13.4 39 1.50 --1--------39 350.0 ---- ---- -0.0 0.00 20.6 ---- 0.0 0.00 13.4 150 0.874 3.0.---- 40 350.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 13.4 40 13.50 --11-------39 350.0 ---- ----- 1.1 0.00 20.6 ---fl 1.6 0.00 13.4 150 1.394 7.0 ---- 41 350.0 ---- ---- 0.2 0.00 20.6 ---- 0.3' 0.00 13.4 41 8.50 -1-2-------41 350.0 ---- ---- 1.1 0.00 20.6 ---- 1.6 0.00 13.4 150 1.394 8.0 ---- 42 350.0 ---- ---- 0.2 0.00 20.6 ---- 0.3 0.00 13.4 42 2.50 --1--------42 350.0 ---- ---- 3.4 0.01 20.6 ---- 5.0 0.01 13.4 150 1.394 6.0 ---- 43 350.0 ---- ---- 0.7 0.00 20.6 ---- 1.1 0.00 13.4 43 19.00 ---3-------42 350.0 ----- ---- -2.3 0.01 20.6 ---- -3.4 0.02 13.4 150 1.394 ' 3.0 ---- 37 350.0 ------- 0.5 0.00 20.6 ---- 0.7 0.00 13.4 44 10.00 -1---------43 350.0 ---- ---- 3.4 0.01 20.6 ---- 5.0 0.03 13.4 150 1.394. 6.0 ---- 44 34,0.0 ---- ---- 0.7 4.33 24.9 ---- 1.1 4.33 17.7 45 1.50 ---1--------44 340.0 ---- ---- 3.4 0.00 24.9 ---- 5.0 0.01 17.7 150 1.598 8.0 45 340.0 ---- ---- .0:5 0.00 24.9 ---- 0.8 0.00 17.7 46 7.50 --1--------45 340.0 ---- ---- 3.4 0.01 24.9 ---- 5.0 0.01 17.7 150 1.598 8.0 ---- 46 340.0 ---- ---- 0.5 0.00 24..9 ---- 0.8 0.00 17.7 47 8.00 -1----------46 340.0 ---- ---- 3.4 ' 0.01 24.9 ---- 5.0 0.01 17.7 150 1.598 7.0 ---- 47 332.0 ----- ---- 0.5 3.47 28.3 ---- 0.8 3.47 21.1 48 34.00 -5---------47 332.0 ---- ---- 3.4 0.04 28.3 --- 5.0 0.08 21.1 150 1.505 35.0 ---- 48 332.0 ---- ---- 0.6 0.00 28.3 ---- 0.9 0.00 21.0 49 8.00 -1---------48 332.0 ---- ---- 3.4 0.01 28.3 ---- 5.0 0.01 21.0 150 1.598 7.0 ---- 49 340.0 ---- ---- 0.5 3.47 24.8 ---- 0.8 3.47 17.5 50 6.00 -11--------49 340.0 ---- ---- 3.4 0.01 24.8 ---- 5.0 0.02 17.5 150 1.598 15.0 ---- 50 340.0 ---- ---- -0.5 0.00 24.8 ---- 0.8 0.00 17.5 Fitting Code Letters: E=45 Ell, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.1 computer program (Lcense No. R812099927) to provide an average imbalance of 0.010 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. FIRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (770) 934-8423 WALD14AN RESIDENCE Date: 12/17/2001 Page 6 File No: 60007 S:\LINDA\60007\CALC\60007.rdf WATER SUPPLY CURVE 75+ 69+ *\\\\\\\\\\\\\\A\\\\\\\\\\\\\\\c\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 62+ D I B 56+ P 50+ R I E I S S 44+ U I R I. E I 38+ P S I I 31+ 25+ 19+ LEGEND ==== = === ====== = == = = = = Static = 64.8 psi, Residual = 18.0 psi @ 1500 gpm 13+ (1 sprinkler flowing) (2 sprinklers flowing) I A = Available Water Supply C = Available Water Supply I 64.8 psi @ 18.0 gpm 64.8 psi @ 26.9 gpm 6.3+ I B = Required Water Supply D = Required Water Supply I 58.5 psi @ 18.0 gpm 62.9 psi @ 26.9 gpm 0 .0 ------------------------------------------ I ------------------------ 8 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 W. POMONA RD., SUITE D CORONA, CA 92880 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR WALDMAN RESIDENCE 2648 MARMOL COURT CARLSBAD, CA 92009 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 12/17/2001 File No: 60007 Data File Name: 60007.rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spkirs: 16.0 ft. Mm. Dist. Bet. Spkirs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Central Descr: ROC Conc.Pend. (16x16) K=4.20 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.09 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.07 (.Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntlBlazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: 10/04/01 By: CARLSBAD N. WATER Static: 64.8 psi Resid: 18.0 psi Flow:1500.0 gpm Public Main Size: 8 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 18.0 19.4 25 18.0 64.8 59.8 2 13.0 10.1 25 26.0 64.8 60.8 REVIEWING AUTHORITY CARLSBAD FIRE WALDMAN RESIDENCE Date: 12/17/2001 Page 2 File No: 60007 S:\LINDA\60007\CALC\60007.rdf WALDMAN RESIDENCE Date: 12/17/2001 Page 3 File No: 60007 . S:\LINDA\60007\CALC\60007.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. PP PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) VEL PE (PSI)*(GPM) VEL PE (PSI) == == = = == = = == = === === ================ * =========== ==== = == = == * ==== = = == = = = = = == = == == 1 45.00 --1---1 ---- 1 305.0 SRCE 18.0 8.62 59.8 ---- 26.0 17.02 60.8 150 0.874 5.0 ---- 2 315.0 ---- ---- 9.6 4.33 46.9 ---- 13.9 4.33 39.4 2 110.00 -2 ----- -8.0 2 315..0 -------- 18.0 1.13 46.9 ---- 26.0 2.23 39.4 150 1.598 14.0 ---- 3 328.0 -------- 2.9 ,5.63 32.1 ---- 4.2 5.63 23.6 3 4.00 -1---------3 328.0 ---- ---- -18.0 0.13 32.1 ---- 26.0 0.27 23.6 150 1.505 7.0 ---- 4 332.0 ---- ---- 3.2. 1.73 30.2 ---- 4.7 1.73 21.6 4 6.00 -113-1-----4 332.0 ----- ---- '18.0 0.43 30.2 ---- 26.0 0.85 21.6 150 1.527 32.0 ---- 5 338.0 ---- ---- 3.2 2.60 27.2 4.6 2.60 18.1 5 2.00 -1---------5 338.0 ---- ---- 18.0 0.08 27.2 ---- 26.0 0.16 18.1 150 1.598 7.0 ---- 10 340.0 ---- ---- -2.9 0.87 26.3 ---- 4.2 0.87 17.1 6 6.50 -11--------10 340.0 ---- ---- 14.6 0.13 26.3 ---- 21.1 0.26 17.1 150 1.598 15.0 ---- 11 340.0 -------- , 2.3 0.00 26.1 ---- 3.4 0.00 16.8 7 20.00 --11-------11 340.0 ---- ---- 5.3 0.03 26.1 ---- 7.7 0.06 16.8 150 1.598 9.0 ---- 50 340.0 ---- ---- 0.9 0.00 26.1 ---- 1.2 0.00 16.8 8' 28.50 -113-------' 50 340.0 ---- ---- 8.7 0.11 26.1 ---- 12.6 0.22 16.8 150 1.598 18.0 ---- 12 340.0 ---- ---- 1.4 0.00 26.0 ---- 2.0 0.00 16.6 9 6.50 --1---------12 340.0 ---- ---- 18.0 0.13 26.0 ---- 26.0 0.26 16.6 150 1.598 8.0 ---- 13 340.0 --------' 2.9 0.00 25.9 ---- 4.2 0.00 16.3 10 38.50 -1-6-------12 340.0 ----- 9.3 0.14 26.0 ---- -13.4' 0.27 16.6 150 1.598 13.0 ---- 11 340.0 ---- ---- 1.5 0.00 26.1 ---- 2.1 0.00 16.8 11 10.00 --1--------13 340.0 ---- ---- 18.0 '0.16 25.9 '---- 26.0 0.32 16.3 150 1.598 8.0 ---- 14 350.0 ---- ---- 2.9 4.33 21.4 ---- 4.2 4.33 11.6 12 3.00 -1---------14 350.0 ----- ---- -18.0 0.09 21.4 ---- 26.0 0.18 11.6 150 1.598 7.0 ---- 15 350.0 ---- ---- 2.9 0.00 21.3 ---- 4.2 0.00 11.5 13 0.50 --1--------'15 350.0 --- ---- 10.0 0.04 21.3 --- 16.3 0.10 11.5 1.0 1.394 6.0 ---- 16 350.0 ---- ---- 2.1 0.00 21.2 ---- 3.4 0.00 11.4 14 31.50 --17-------16 350.0 ---- ---- 5.3 0.08 21.2 ---- 8.9 0.21 11.4 150 1.394 13.0 ---- 17 350.0 ---- ---- 1.1 0.00 21.1 ---- 1.9 0.00 11.1 15 26.50 --8-------17 350.0 ---- ---- 5.3 0.06 21.1 ---- 8.9 0.17 11.1 150 1.394 8.0 ---- 18 350.0 ---- ---- -1.1 0.00 21.1 ---- 1.9 0.00 11.0 16 4.00 --1--------18 350.0 ---- ---- 0.0 0.00 21.1 ---- 0.0 0.00 11.0 150 1.394 6.0 ---- 19 350.0 ---- ---- 0.0 0.00 21.1'---- 0.0 0.00 11.0 17 2.00 ---1-------18 350.0 ---- ---- 5.3 0.01 21.1 ---- 8.9 0.01 11.0 150 1.394 1.0 ---- 20 350.0 ---- ---- 1.1 0.00' 21.1 ----- 1.9 0.00 11.0 WALDMAN RESIDENCE Date: 12/17/2001 Page 4 File No: 60007 S:\LINDA\60007\CALC\60007.rdf 18 6.00 --1--------20 350.0 ----- ---- 0.0'0.00 21.1 ---- 13.0 0.85 11.0 150 0.874 3.0 ---- 21 350.0 4.09 ---- 0.0 0.00 21.1 13.0 7.0 0.00 10.1 19 5.50 ---1-------20 350.0 ---- ----- 5.3 0.01 21.1 ---- -4.1 0.01 11.0 150 1.394 1.0 ---- 23 350.0 ---- ---- 1.1 0.00 21.1 ---- 0.9 0.00 11.0 20 48.50 -1-6-------16 350.0 ---- ---- 4.7 0.09 21.2 ---- 7.4 0.21 11.4 150 1.394 12.0 ---- 22 350.0 ---- --- -. 1.0 0.00 21.1 ---- 1.6 0.00 11.1 21 40.50 --17--- ---- 22 350.0 ---- ---- 4.7 0.08 21.1 ---- 7.4 0.18 11.1 150 1.394 13.0 ---- 23 350.0 ---- ---- 1.0 0.00 21.1 ---- 1.6 0.00 11.0 22 17.00 -1-1-------23 350.0 ---- ---- 10.0 0.14 21.1 ---- 3.3 0.02 11.0 150 1.394 7.0 ---- 24 350.0 ---- ---- 2.1 0.00 20.9 ---- 0.7 0.00 10..9 23 6.00 --1--------24 350.0 --------- 18.0 1.55 20.9 ---- 13.0 0.85 10.9 150 0.874 3.0 ---- 25 350.0 4.09 18.0 9.6 0.00 19.4 13.0 7.0 0.00 10.1 24 44.00 ---6--- ---- 24 350.0 ---- ---- --'8.0 0.20 20.9 -----9.7 0.28 10.9 150 1.394 6.0 ---- 26 350.0 ---- ---- 1.7 0.00 21.1 ---- 2.0 0.00 11.2 25 27.50 -1-5-------26 350.0 ---- ---- -8.0 0.15 21.1 ---- -9.7 0.22 11.2 150 1.394 11.0 ---- 15 350.0 ---- ---- 1.7 0.00 21.3 ---- 2.0 0.00 11.5 26 10.00 -1---------19 350.0 ------- 0.0 0.00 21.1 ---- 0.0 0.00 11.0 150 1.101 5.0 ---- 27 340.0 --------0.0 4.33 25.4 ---- 0.0 4.33 15.3 27 3.00 --1--------27 340.0 ---- ---- 0.0 0.00 25.4 ---- 0.0 0.00 15.3 150 0.874 3.0 ---- 28 340.0 ---- ---- 0.0 0.00 25.4 ---- 0.0 0.00 15.3 2.8. 10.00 -1-1-------28 340.0 ---- ---- 0.0 0.00 25.4 ---- 0.0 0.00 15.3 150 0.874 5.0 ---- 29 340.0 ---- ---- 0.0 0.00 25.4 ---- 0.0 0.00 15.3 29. 4.00 -11---------10 340.0 ---- ---- 3.4 0.01 26.3 ---- 4.9 0.02 17.1 150 1.598 15.0 ---- 30 340.0 ---- ---- 0.5 0.0.0 26.3 ---- 0.8 0.00 17.1 30 8.00 -1---------30 340.0 ---- ---- 3.4 0.01 26.3 ---- 4.9 0.01 17.1 150 1.598 7.0 ---- 31 332.0 ---- ---- 0.5 3.47 29.7 ---- 0.8 3.47 20.5 31 34.00 ---5-------31 332.0 ---- ---- 3.4 0.02 29.7 ---- 4.9 0.04 20.5 150 1.505 5.0 ---- 32 332.0 -------- 0.6 0.00 29.7 ---- 0.9 0.00 20.5 32 8.00 -1---------32 332.0 ---- ---- -3.4 0.01 29.7 ---- 4.9 0.01 20.5 150 1.598 7.0 ---- 33 340.0 ---- ---- 0.5 3.47 -26.2 ---- 0.8 3.47 17.0 33 4.50 -1---------33 340.0 ---- ---- 3.4 0.00 26.2 ---- 4.9 0.01 17.0 150 1.598 7.0 ---- 34 340.0 ---- ---- 0.5 0.00 26.2 ---- 0.8 0.00 17.0 34 2.00 --1--------34 340.0 ---- ---- 3.4 0.00 26.2 ---- 4.9 0.01 17.0 150 1.598 8.0 ---- 35 340.0 ---- ---- 0.5 0.00 26.2 ---- 0.8 0.00 17.0 35 10.00 -1---------35 340.0 ---- ---- 3.4 0.01 26.2 ---- 4.9 0.01 17.0 150 1.598 7.0 ---- 36 350.0 ---- ---- 0.5 4.33 21.9 ---- 0.8 4.33 12.6 36 3.00 -2---------36 350.0 ---- ---- 3.4 0.01 21.9 ---- 4.9 0.01 12.6 150 1.598 14.0 ---- 37 350.0 ---- ---- 0.5 0.00 21.9 ---- 0.8 0.00 12.6 37 14.50 --1--------37 350.0 ---- ---- 1.1 0.00 21.9 ---- 1.6 0.00 12.6 150 1.394 6.0 ---- 38 350.0 ---- ---- 0.2 0.00 21.9 ---- 0.3 0.00 12.6 WALDMAN RESIDENCE Date: 12/17/2001 Page 5 File No: 60007 S:\LINDA\60007\CALC\60007.rdf 38 18.50 --11-------38 350.0 ---- ---- --1.1 0.00 21.9 ---- 1.6 0.01 12.6 150 1.394 7.0 ---- 39 350.0 ---- ---- 0.2 0.00 21.9 ---- 0.3 0.00 12.6 39 1.50 --1--------39 350.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 12.6 150 0.874 3.0 ---- 40 350.0 ---- ---- 0.0 0.00 21.9 ---- 0.0 0.00 12.6 40 13.50 --11-------39 350. ---- ---- 1.1 0.00. 21.9 ---- 1.6 0.00 12.6 150 1.394 7.0 ---- 41 350.0 ---- ---- -0.2 0.00 21.9 ---- 0.3 0.00 12.6 41 8.50 -1-2-------41 350.0 ---- ---- 1.1 0.00 21.9 --- 1.6 0.00 12.6 150 1.394 .8.0 ---- 42 350.0 ---- ---- 0.2 0.00 21.9 ---- 0.3 0.00 12.6 42 2.50 --1--------42 350.0 ---- ---- 3.4 0.01 21.9 ---- 4.9 0.01 12.6 150 1.394 6.0 ---- 43 350.0 ---- ---- 0.7 0.00 21.8 ---- 1.0 0.00 12.6 43 19.00 --- 3-------- 42 350.0 ---- ---- . -2.3 0.01 21.9 -----3.3 0.02 12.6 150 1.394 3.0 ---- 37 350.0 ---- ---- 0.5 0.00 21.9 ---- 0.7 0.00 12.6 44 10.00 -1---------43 350.0 ---- ---- 3.4 0.01 21.8. ---- 4.9 0.03 12.6 150 1.394 6.0 ---- 44 340.0 ---- ---- 0.7 4.33 26.2 ---- 1.0 4.33 16.9 45 1.50 .--1 ---- ---- 44 340.0 ---- ----- 3.4 0.00 26.2 ---- 4.9 0.01 16.9 150 1.598 8.0 ---- 45 340.0 ----- ---- 0.5 0.00 26.2 ---- 0.8 0.00 16.9 46 7.50 --1--------45 340.0 ---- ---- 3.4 0.01 26;2 ---- 4.9 0.01 16.9 150 1.598 8.0 ---- 46 340.0 ---- ---- 0.5 0.00 26.2 ---- 0.8 0.00 16.9 47 8.00 -1---------46 340.0 ---- ---- 3.4 0.01 26.2 ---- 4.9 0.01 16.9 150 1.598 7.0 ---- 47 332.0 ---- ---- 0.5 3.47 .29.6 ---- 0.8 3.47 20.3 48 34.00 -5---------- 47 332.0 ---- ----- 3.4 0.04 29.6 ---- 4.9 0.07 20.3 150 1.505 35.0 ---- 48 332.0 ---- ----0.6 0.00 29.6 ---- 0.9 0.00 20.3 49 8.00 -1---------48 332.0 ---- ---- 3.4 0.01 29.6 ---- 4.9 0.01, 20.3 150 1.598 7.0 ---- 49 340.0 ---- ---- 0.5 3.47 26.1 ---- 0.8 3.47 16.8 50 6.00 -11--------49 340.0 ---- ---- 3.4 0.01 26.1 ---- 4.9 0.02 16.8 150 1.598 15.0 ---- 50 340.0 ---- ---- -0.5 0.00 26.1 ---- 0.8 0.00 16.8 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 2.1 computer. program (License No. R812099927) to provide an average imbalance of 0.010 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 WALDMAN RESIDENCE Date: 12/17/2001 Page 6 File No: 60007 S:\LINDA\60007\CALC\60007.rdf WATER SUPPLY CURVE 75+ 69+ *\\\\\\\\\\\\\\A\\\\\\\\\\\\\C\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 62+ I D I B 56+ P50+ R I E S . S 44+ U I R I E I 38+ P H S I I 31+ ) I 25+ 19+ I == == == === LEGEND =====--------- Static = 64.8 psi, Residual =.18.0 psi @ 1500 gpm 13+ (1 sprinkler flowing) (2 sprinklers flowing) U A = Available Water Supply C = Available Water Supply I 64.8 psi @ 18.0 gpm 64.8 psi @ 26.0 gpm 6.3+ I B = Required Water Supply D = Required Water Supply U I 59.8 psi @ 18.0 gpm 60.8 psi @ 26.0 gpm 0.0 ------------------------------------------------------ -----------+ 8. 12 16 20 24 28 32 36 40 FLOW (GPM) FIRE SPRINKLER SYSTEMS 1787 W. POMONA RD., SUITE D CORONA, CA 92880 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR WALDMAN RESIDENCE 2648 MARMOL COURT CARLSBAD, CA 92009 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Date: 12/17/2001 File No: 60007 Data File Name: 60007.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: Central Descr: ROC Conc.Pend. (16x16) K=4.20 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.09 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.07 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CntlBlazMastr HWC: 150 WATER SUPPLY Source: Public Test Date: 10/04/01 By: CARLSBAD M. WATER Static: 64.8 psi Resid: 18.0 psi Fiow:1500.0 gpm Public Main Size: 8 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 18.0 19.4 40 18.0. 64.8 58.7 2 13.0 10.1 40 26.3 64.8 60.2 REVIEWING AUTHORITY CARLSBAD FIRE WLDMAN RESIDENCE Date: 12/17/2001 Page 2 File No: 60007 S:\LINDA\60007\CALC\60007.rdf ALDMAN RESIDENCE Date: 12/17/2001 Page 3 File No: 60007 S:\LINDA\60007\CALC\60007.rdf RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * F # LEN ELBRCSG LOSS END EL SF *DISCH FLOW FF FT *DISCH FLOW PF PT HWC DIA EQV.LN PUMP NOD (FT) (K) *(GPM) \TEL PE (PSI)*(GPM) VEL PE (PSI) == = = = = == = === ============ ==== = ======= * ==== ==== ==== = ==== === = * ==== = === = == === = = = == = = 1 45.00 --1---1 ---- 1 3.05.0 SRCE 10.0 8.62 58.7 ---- 26.3 17.35 60.2 150 0.874 5.0 ---- 2 315.0 ---- ---- 9.6 4.33 45.8 ---- 14.1 4.33 38.5 2 110.00 -2 ----- -8.0 2 315.0 ---- ---- 18.0 1.13 45.8 ---- 26.3 2.28 38.5 150 1.598 14.0 ---- .3 328.0 -------- 2.9 5.63 31.0 ---- 4.2 5.63 22.6 3 4.00 -1----------3 328.0 ---- ---- 18.0 0.13 31.0 ---- 26.3 0.27 22.6 150 1.505 7.0 ---- 4 332.0 ---- ---- 3.2 1.73 29.2 ---- 4.7 1.73 20.6 4 6.00 -113-1-----4 332.0 ---- ---- 18.0 0.43 29.2 ---- 26.3 0.87 20.6 150 1.527 32.0 --- 5338.0 ---- ---- 3.2 2.60 26.1 ---- 4.6 2.60 17.2 5 2.00 -1--------- 5 338.0 ---- ---- 18.0 0.08 26.1 ---- 26.3 0.17 17.2 150 1.598 7.0 ---- 10 340.0 ---- ---- 2.9 0.87 25.2 ---- 4.2 0.87 16.1 6 6.50 -11--------10 340.0 ---- --- 7.9 0.04 25.2 ---- 11.6 0.09 16.1 150 1.598 15.0 ---- 11 340.0 ---- ---- 1.3 0.00 25.1 ---- 1.9 0.00 16.0 7 20.00 --11-------11 340.0 ---- ----- 5.2 0.03 25.1 ---- 7.6 0.05 16.0 150 1.598 9.0 ---- 50 340.0 ---- ---- 0.8 0.00 25.1 ---- 1.2 0.00 16.0 8 28.50 -113-------50 340.0 ---- ---- -2.7 0.01 25.1 -----4.0 0.03 16.0 150 1.598 18.0 ---- 12 340.0 ---- ---- 0.4 0.00 25.1 ---- 0.6 0.00 16.0 9 6.50 --1--------12 340.0- ---- ----- 0:0 0.00 25.1 ---- 0.0 0.00 16.0 150 1.598 8.0 ---- 13 340.0 ---- ---- 0.0 0.00 25.1 ---- 0.0 0.00 16.0 10 38.50 -1-6-------12 340.0 - --------2 .7 0.01 25.1 ---- -4.0 0.03 16.0 150 1.598 13.0 ---- 11 340.0 ---- ---- 0.4 0.00 25.1 ---- 0.6 0.00 16.0 11 10.00 --1 ---- ----- 13 340.0 ---- ---- 0.0 0.00 25.1 ---- 0.0 0.00 16.0 150 1.598 8.0 ---- 14 350.0 ---- ---- 0.0 4.33 20.8 ---- 0.0 4.33 11.7 12 3.00 -l---------14 350.0 ---- ------ 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.598 7.0 ---- 15 350.0 -------- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 13 0.50 --1--------15 350.0 ---- ---- 0.0 0.00 20.8 ---- 00 0.00 11.7 150 1.394 6.0 ---- 16 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 14 31.50 --17-------16 350.0 -------- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 13.0 ---- 17 350.0 ---- ---- .0.0 0.00 20.8 ---- 0.0 0.00 11.7 15 26.50 ---8-------17 350.0 ---- ----0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 8.0 ---- 18. 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 16 4.00 --1--------18 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 6.0 ---- 19 350..0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 17 2.00 ---1-------18 350.0 --------00 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 1.0 ----.20 350.0 --------- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 WLDMAN RESIDENCE Date: 12/17/2001 Page 4 File No: 60007 S:\LINDA\60007\CALC\60007.rdf 18 6.00 --1--------20 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 0.874 3.0 ---- 21 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 19 5.50 ---1-------20 350.0 ---- ---- -0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 1.0 ---- 23 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 20 48.50 -1-6-------16 350.0 - -------0 .0 0.0.0 20.8 ---- 0.0 0.00 11.7 150 1.394 12.0 ---- 22 350.0 ---- ---- --0.0 0.00 20.8 ---- 0.0 0.00 11.7 21 40.50 --17-------22 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 13.0 ---- 23 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 22 17.00 -1-1--------23 350.0 ---- ---- -0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 7.0 ---- 24 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 23 6.00 --1--------24 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 0.874 3.0 ---- 25 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 24 44.00 ---6-------24 350.0 ----- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 6.0 ---- 26 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 25 27.50 -1-5-------26 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.394 11.0 ---- 15 350.0 ---- ---- 0.0 0.00 20.8---- 0.0 0.00 11.7 26 10.00 -1---------19 350.0 ---- ---- 0.0 0.00 20.8 ---- 0.0 0.00 11.7 150 1.101 5.0 ---- 27 340.0 ---- ---- 0.0 4.33 25.1 ---- 0.0 4.33 16.0 27 3.00 --1--------27 340.0 ---- ---- 0.0 0.00 25.1 ---- 0.0 0.00 16.0 150 0.874 3.0 ---- 28 340.0 ---- ---- 0.0 0.00 25.1 ---- 0.0 0.00 16.0 28 10.00 -1-1-------28 340.0 ---- ---- 0.0 0.00 25.1 ---- 0.0 0.00 16.0 1500.874 5.0 ---- 29 340.0 ---- ---- 0.0 0.00 25.1 ---- 0.0 0.00 16.0 29 4.00 -11--------10 340.0 ---- ------ 10.1 0.06 25.2 ---- 14.7 0.12 16.1 1501.598 15.0 ---- 30 340.0 ---- ---- 1.6 0.00 25.1 ---- 2.4 0.00 16.0 30 8.00 -1---------30 340.0 ---- ---- 10.1 0.05 25.1 ---- 14.7 0.09 16.0 1501.598 7.0 ---- 31 332.0 --------- 1.6 3.47 28.5 ---- 2.4 3.47 19.4 31 34.00 ---5-------31 332.0 ---- ---- 10.1 0.16 28.5 ---- 14.7 0.33 19.4 150 1.505 5.0 ---- 32 332.0 ---- ---- 1.8 0.00 28.4 --.-- 2.6 0.00 19.0 32 8.00 -1---------32 332.0 ---- ---- 10.1 0.05 28.4 ---- 14.7 0.09 19.0 150 1.598 7.0 ---- 33 340.0 ---- ---- 1.6 3.47 24.9 ---- 2.4 3.47 15.5 33 4.50 -1---------33 340.0 ---- - ---- 10.1 0.04 24.9 ---- 14.7 0.07 15.5 150 1.598 7.0 ---- 34 340.0 ---- ---- 1.6 0.00 24.8 ---- 2.4 0.00 15.4 34 2.00 --1--------34 340.0 ---- ---- 10.1 0.03 24.8 ---- 14.7 0.06 15.4 150 1.598 8.0 ---- 35 340.0. ---- ---- 1.6 0.00 24.8 ---- 2.4 0.00 15.4 35 10.00 -1---------35 340.0 ---- ---- 10.1 0.05 24.8 ---- 14.7 0.11 15.4 150 1.598 7.0 ---- 36 350.0 ---- ---- 1.6 4.33 20.4 ---- 2.4 4.33 10.9 36 3.00 -2---------36 350.0 ---- ---- 10.1 0.05 20.4 ---- 14.7 0.11 10.9 150 1.598 14.0 ---- 37 350.0 ---- ---- 1.6 0.00 20.4 ---- 2.4 0.00 10.8 37 14.50 --1--------37 350.0 ---- -- -.- 8.5 0.09 20.4 ---- 10.1 0.13 10.8 150 1.394 6.0 ---- 38 350.0 ---- ---- 1.8 0.00 20.3 2.1 0.00 10.7 ALDMAN RESIDENCE Date: 12/17/2001 Page 5 File No: 60007 S:\LINDA\60007\CALC\60007.rdf 38 18.50 --11-------38 350.0 ---- ---- 8.5 0.11 20.3 ---- 10.1 0.16 10.7 150 1.394 7.0 ---- 39 350.0 ---- ---- 1.8 0.00 20.1 ---- 2.1 0.00 10.5 39 1.50 --1--------39 350.0 ---- ----- 18.0 0.78 20.1 ---- 13.0 0.42 10.5 150 0.874 3.0 ---- 40 350.0 4.09 18.0 9.6 0.00 19.4 13.0 7.0 0.00 10.1 40 13.50 --11-------39 350.0 ---- ---- -9.5 0.11 20.1 -----2.9 0.01 10.5 150 1.394 7.0 ---- 41 350.0 4.09 ---- 2.0 0.00 20.3 13.3 0.6 0.00 10.5 41 8.50 -1-2-------41 350.0 4.09 ---- -9.5 0.09 20.3 13.3-16.1 0.24 10.5 150 1.394 8.0 ---- 42 350.0 ---- ---- 2.0 0.00 20.3 ---- 3.4 0.00 10.8 42 2.50 --1--------42 350.0 ---- ---- --7.9 0.03 20.3 -----11.6 0.07 10.8 150 1.394 6.0 .---- 43 350.0 ---- ---- 1.7 0.00 20.4 ---- 2.4 0.00 10.8 43 19.00 ---3-------42 350.0 ---- ---- -1.6 0.00 20.3 -----4.6 0.03 10.8 150 1.394 3.0 ---- 37 350.0 ---- ---- 0.3 0.00 20.4 ---- 1.0 0.00 10.8 44 10.00 -1---------43 350.0 ---- ---- -7.9 0.06 20.4 -----11.6 0.13 10.8 150 1.394 6.0. ---- 44 340.0 ---- ---- 1.7 4.33 24.8 ---- 2.4 4.33 15.3 45 1.50 --1 ---- ---- .44 340.0 --- ------7.9 0.02 24.8 -----11.6 0.04 15.3 150 1.598 8.0 ---- 45340.0 ------- 1.3 0.00 24.8 ---- 1.9 0.00 15.3 46 7.50 --1--------45 340.0 ---- ---- --7.9 0.03 24.8 ---- -11.6 0.06 15.3 150 1.598 8.0 ---- 46 340.0 ---- ---- -1.3 0.00 24.8 ---- 1.9 0.00 15.4 47 8.00 -1---------46 340.0 ---- ---- -7.9 0.03 24.8 -----11.6 0.06 15.4 150 1.598 7.0 ---- 47 332.0 ---- ---- 1.3 3.47 28.3 ---- 1.9 3.47 18.9 48 34.00 -5 ----- ----- 47 332.0 ---- ---- -7.9 0.18 28.3 ---- -11.6 0.37 18.9 150 1.505 35.0 ---- 48 332.0 ---- ---- 1.4 0.00 28.5 ---- 2.1 0.00 19.3 49 8.00 -1---------48 332.0 ---- ---- -7.9 0.03 28.5 -----11.6 0.06 19.3 150 1.598 7.0 ---- 49 340.0 --------. 1.3 3.47 25.1 ---- 1.9 3.47 15.9 50 6.00 -11--------49 340.0 ---- ---- -7.9 0.04 25.1 ---- -11.6 0.08 15.9 150 1.598 15.0 ---- 50 340.0 ---- ---- 1.3 0.00 25.1 ---- 1.9 0.00 16.0 Fitting Code Letters: E45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatVlv Sprinkler system has been hydraulically calculated with the HASS HOUSE 2.1 computer program (License No. R812099927) to provide an average imbalance of 0.010 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 WALDAN RESIDENCE Date: 12/17/2001 Page 6 File No: 60007 S:\LINDA\60007\CALC\60007.rdf WATER SUPPLY CURVE 75+ 69+ *\\\\\\\\\\\\\\A\\\\\\\\\\\\\\C\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 62+ I D I B 56+ P50+ R I E I S I S 44+ U I R E I 38+ P I S I I 31+ ) I 25+ 19+ I = === == ========== ====== = ===== LEGEND ==== ============ ====== = == = Static = 64.8 psi, Residual = 18.0 psi @ 1500 gpm 13+ 'I I (1 sprinkler flowing) (2 sprinklers flowing) I' I A = Available Water Supply C = Available Water Supply 64.8 psi @ 18.0 gpm 64.8 psi @ 26.3 gpm It 6.3+ I B = Required Water Supply D = Required Water Supply I 58.7 psi @ 18.0 gpm 60.2 psi @ 26.3 gpm 0 .0 ------------------- ------ +--------+--------+---------+-----------+ 8 12 16 20 24 28 32 36 40 FLOW (GPM)