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HomeMy WebLinkAbout2561 MUIRFIELDS DR; ; AS110061; Permit1/9/25, 9:02 AM AS1I0061 Permit Data City of Carlsbad Sprinkler Permit 2561 MUIRFIELDS Job Address: DR Permit Type: SPRINK Parcel No: 2132500700 Lot #: 0 Reference No.: Permit No: ASII006I Status: ISSUED Applied 4/21/2011 Approved: 4/21/2011 Issued: 4/21/2011 PC #: Inspector: Project Title: MAGNOLIA ESTATES TWO FIRESPRINKLER INSPECTIONS @ $65/EA Applicant: Owner: SOUTHLAND FIRE PROTECTION, INC MAGNOLIA PARTNERS L L C 4733 PT. LOMAAV 1094 CUDAHY PL #212 SAN DIEGO, CA 92107 SAN DIEGO CA 619-523-1400 Fees($) IAdd'I Fees - ------- ------- Total(S) I Balance(s) 130 0 130 0 about:blank 1/1 Check a License - Contractors State License Board Page 1 of 1 HIECUift PS Department Contractors State LlEg e Contractor's License Detail - License # 611956 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. CSLB complaint disclosure is restricted by law (B&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17 , only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Boards license database. License Number 611956 Extract Date: 4/21/2011 SOUTHLAND FIRE PROTECTION INC 4733 POINT LOMA AVENUE Business Information SAN DIEGO, CA 92107 Business jPhone j!ber:9) 523-1400 .,.. ............................ ----- .. --- ..........___ .................... Issue Date 02/09/1991 Expire Date 02128/2013 License Status This license is current and active. All information below should be reviewed. Additional Status: CLASS DESCRIPTION Classifications: C16 FIRE PROTECTION CONTRACTOR CONTRACTOR'S BOND This license filed Contractors Bond number 9049646 in the amount of $12,500 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 01/01/2007 Contractor's Bonding History Bonding: BOND OF QUALIFYING INDIVIDUAL 1. The Responsible Managing Officer (RMO) BABICKY MARK JOHN certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 02/09/1991 BQI's Bonding History This license has workers compensation insurance with the Workers' Compensation: ZENITH INSURANCE COMPANY Policy Number:C066986607 https://www2.cslb.ca.gov/OnlineServices/CheckLicensell/LicenseDetail.aspx?LicNum=6... 04/21/2011 @ 1 1ñTLE mitt. cop v DATE - _11 JOB NO. / I 11 ATTENTION FA Y2 c2j1-.Ttt)'--- RE: - U:3 (i, SOUTHLAND FIRE PROTECTION, INC. 4733 Point Loma Avenue SAN DIEGO, CALIFORNIA 92107 (619) 523-1400 FAX (619) 523-1402 To c(9 bF CPP \Q'3S pcoA1 LtAcO WE ARE SENDING YOU 0 Attached 0 Under separate cover via __________________________the following items: > O Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications O Copy of letter 0 Change order 0 COPIES PATE NO. DESCRIPTION L PAGWO UA riS fl4l cz S. THESE ARE TRANSMITTED as checked below: For approval O For your use O As requested > O For review and comment FORBIDS DUE REMARKS O Approved as submitted 0 •Resubmit -copies for approval O Approved as noted 0 Submit copies for distribution O Returned for corrections 0 Return -corrected prints 0 19 _______ 0 PRINTS RETURNED AFTER LOAN TO US COPY TO . SIGNED: If enclosures are not as noted, kindly notify us at once. / SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Magnolia Estates Lot 13 - Plan 4 2574 Muirfields Drive Carlsbad, CA 92009 2-Sprinkler Caic. 18x18 Spacing "FILE NUMBER: 11-111-4 DATE: APR 19, 2011 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2-Sprinklers COVERAGE PER SPRINKLER: 324 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 34.5 gpm TOTAL WATER REQUIRED (including hose) : 39.5 gpm FLOW AND PRESSURE (@ BOR) : 34.5 gpm @ 39.7 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon conditions in correspondence and conformance with applicable regulations. The stamping of these Mans shall not be held to permi or apprp4 thfolation of any law By_L lLi.. flsi4 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/19/2011 H:\2011\11-111-4A.SDF JOB TITLE: Magnolia Estates Lot 13 Plan 4 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 94.5 20.0 1100.0 94.3 39.5 75.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 34.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 75.5 39.5 2 0.0 HOSE STREAM 56.2 5.0 3 0.0 - - - - 53.2 - - - 4 0.0 - - - - 49.2 - - - 5 0.0 - - - - 42.1 - - - 6 0.0 - - - - 39.7 - - - 7 10.0 - - - - 30.1 - - - 8 10.0 - - - - 25.5 - - - 9 10.0 - - - - 23.9 - - - 10 10.0 - - - - 23.1 - - - 11 10.0 - - - - 23.0 - - - 20 20.0 - - - - 17.6 - - - 21 20.0 - - - - 14.1 - - - 22 20.0 - - - - 17.5 - - - 51 20.0 K= 4.90 12.8 17.5 S2 20.0 K= 4.90 12.0 17.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/19/2011 H:\2011\11--111-4A.SDF JOE TITLE: Magnolia Estates Lot 13 Plan 4 * PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 39.5 0.995 PL 40.00 PF 19.2 1 0.0 SRCE 75.5 (N/A) 16.3 150 FTG ETG PS 0.0 2 0.0 H.S. 56.2 5.0 0.393 TL 49.00 PV Pipe: 2 34.5 0.995 PL 2.00 PP 3.1 2 0.0 H.S. 56.2 5.0 14.2 150 FTG ET PE 0.0 3 0.0 0.0 53.2 0.0 0.306 TL 10.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 0.0 0.0 53.2 0.0 4.0 psi, 34.5 gpm 4 0.0 0.0 49.2 0.0 Pipe: 4 34.5 1.380 PL 105.00 PF 7.1 4 0.0 0.0 49.2 0.0 7.4 150 FTG 2E PE 0.0 5 0.0 0.0 42.1 0.0 0.062 TL 114.07 PV Pipe: 5 34.5 1.025 PL 3.00 PP 2.4 5 0.0 0.0 42.1 0.0 13.4 150 FTG 2E PE 0.0 6 0.0 0.0 39.7 0.0 0.265 TL 9.00 PV Pipe: 6 34.5 1.101 PL 10.00 PP 5.2 6 0.0 0.0 39.7 0.0 11.6 150 FTG 18.0 PS -4.3 7 10.0 0.0 30.1 0.0 0.187 TL 28.00 PV Pipe: 7 34.5 1.101 PL 11.00 PP 4.7 7 10.0 0.0 30.1 0.0 11.6 150 FTG 14.0 PE 0.0 8 10.0 0.0 25.5 0.0 0.187 TL 25.00 PV Pipe: 8 24.6 1.101 PL 12.00 PP 1.6 8 10.0 0.0 25.5 0.0 8.3 150 FTG 4.0 PE 0.0 9 10.0 0.0 23.9 0.0 0.100 TL 16.00 PV Pipe: 9 17.6 1.101 PL 6.00 PF 0.7 9 10.0 0.0 23.9 0.0 5.9 150 FTG 8.0 PS 0.0 10 10.0 0.0 23.1 0.0 0.053 TL 14.00 PV Pipe: 10 9.9 1.101 PL 97.00 PF 2.5 8 10.0 0.0 25.5 0.0 3.3 150 FTG 38.0 PE 0.0 11 10.0 0.0 23.0 0.0 0.019 TL 135.00 PV Pipe: 11 7.0 1.101 PL 65.00 PF 0.9 9 10.0 0.0 23.9 0.0 2.4 150 FTG 28.0 PE 0.0 11 10.0 0.0 23.0 0.0 0.010 TL 93.00 PV Pipe: 12 17.6 1.101 PL 10.00 PF 1.2 10 10.0 0.0 23.1 0.0 5.9 150 FTG 12.0 PE -4.3 20 20.0 0.0 17.6 0.0 0.053 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/19/2011 H:\2011\11-111-4A.SDF JOB TITLE: Magnolia Estates Lot 13 Plan 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 17.0 1.101 PL 10.00 PF 1.1 11 10.0 0.0 23.0 0.0 5.7 150 FTG 12.0 PE -4.3 22 20.0 0.0 17.5 0.0 0.050 TL 22.00 PV Pipe: 14 15.6 1.101 PL 54.00 PF 3.5 20 20.0 0.0 17.6 0.0 5.3 150 FTG 28.0 PE 0.0 21 20.0 0.0 14.1 0.0 0.043 TL 82.00 PV Pipe: 15 -18.9 1.101 PL 48.00 PF 3.4 21 20.0 0.0 14.1 0.0 6.4 150 FTG 8.0 PE 0.0 22 20.0 0.0 17.5 0.0 0.061 TL 56.00 PV Pipe: 16 -1.9 1.101 PL 82.00 PF 0.1 22 20.0 0.0 17.5 0.0 0.7 150 FTG 22.0 PR 0.0 20 20.,0 0.0 17.6 0.0 0.001 TL 104.00 PV Pipe: 17 34.5 1.101 PL 1.00 PF 1.3 21 20.0 0.0 14.1 0.0 11.6 150 FTG 6.0 PE 0.0 51 20.0 4.9 12.8 17.5 0.187 TL 7.00 PV Pipe: 18 17.0 1.101 PL 11.00 PF 0.8 51 20.0 4.9 12.8 17.5 5.7 150 FTG 4.0 PE 0.0 S2 20.0 4.9 12.0 17.0 0.050 TL 15.00 PV NOTES (HASS) Calculations were performed by the HASS 8.1 computer program under license no. 27091255 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (93 1) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.005 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.3 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/19/2011 H:\2011\11-111-4A.SDF JOB TITLE: Magnolia Estates Lot 13 Plan 4 PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkViv BfyViv GatVlv AimChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEil ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) S T F R C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 WATER SUPPLY ANALYSIS Static: 94.50 psi Resid: 20.00 psi Flow: 1100.0 gpm LEGEND i Available pressure 94.34 psi @ 39.5 gpm 2 Required pressure 75.48 psi @ 39.5 gpm A. Source Supply curve C 80.0 B. System Demand curve A 2 U G E 60.0 R E S S 40.0 P S i 20.0 0.0 B 100.0 1 -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/19/2011 H:\2011\11-111-4A.SDF JOB TITLE: Magnolia Estates Lot 13 Plan 4 ' WATER SUPPLY CURVE 96+ 0 \ 88+\ \ 80+ \ \. x \ 72+ \ \ \ I \ P64+ \ R I \ E I S I S 56+ U I \ R I \ E 48+ I \ P I S I I 40+ 32+ 24+ I * <-20.0 psi @ 1100 gpm = === ====== -------------- ==Flow Test Point 16+ LEGEND if I, I X = Required Water Supply I 75.48 psi @ 39.5 gpm 8+ 0 = Available Water Supply I 94.34 psi @ 39.5 gpm +------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Magnolia Estates Lot 7 - Plan 2 2561 Muirfield Drive Carlsbad CA 92009 2-Sprinkler Caic. 18x18 Spacing "FILE NUMBER: 11-111-2A DATE: APR 19, 2011 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) R3 .05 gpm/sq. ft. 2-Sprinklers 324 sq. ft. max. 2 sprinklers 34.5 gpm 39.5 gpm 34.5 gpm @ 43.0 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and required tests, notations hereon, conditions in correspondence and conformance with ap or plic re ations. The stamping of th p1 hall not be held to permit V ionof anyl y_ -7-= Date famm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/19/2011 H:\2011\11-111-2A.SDF JOB TITLE: Magnolia Estates - Lot 7 Plan 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GEM) (PSI) 1 94.5 20.0 1100.0 94.3 39.5 67.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 34.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GEM) 1 0.0 SOURCE 67.4 39.5 2 0.0 HOSE STREAM 55.3 5.0 3 0.0 - - - - 52.2 - - - 4 0.0 - - - - 48.2 - - - 5 0.0 - - - - 44.6 - - - 6 0.0 - - - - 43.0 - - - 7 10.0 - - - - 33.4 - - - 8 10.0 - - - - 26.9 - - - 9 10.0 - - - - 24.0 - - - 10 10.0 - - - - 24.0 - - - 11 10.0 - - - - 24.0 - - - 12 10.0 - - - - 23.4 - - - 13 10.0 - - - - 23.3 - - - 20 20.0 - - - - 18.7 - - - 21 20.0 - - - - 18.7 - - - 22 20.0 - - - - 18.8 - - - 23 20.0 - - - - 18.3 - - - 24 20.0 - - - - 16.3 - - - 51 20.0 K= 4.90 12.8 17.5 S2 20.0 K= 4.90 12.0 17.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/19/2011 H:\2011\11-111-2A.SDF JOE TITLE: Magnolia Estates - Lot 7 Plan 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 39.5 0.995 PL 22.00 PP 12.2 1 0.0 SRCE 67.4 (N/A) 16.3 150 FTG ETG PE 0.0 2 0.0 H.S. 55.3 5.0 0.393 TL 31.00 PV Pipe: 2 34.5 0.995 PL 2.00 PF 3.1 2 0.0 H.S. 55.3 5.0 14.2 150 FTG ET PE 0.0 3 0.0 0.0 52.2 0.0 0.306 TL 10.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 0.0 0.0 52.2 0.0 4.0 psi, 34.5 gpm 4 0.0 0.0 48.2 0.0 Pipe: 4 34.5 1.380 PL 45.00 PF 3.6 4 0.0 0.0 48.2 0.0 7.4 150 FTG 3E PE 0.0 5 0.0 0.0 44.6 0.0 0.062 TL 58.60 PV Pipe: 5 34.5 1.025 PL 3.00 PF 1.6 5 0.0 0.0 44.6 0.0 13.4 150 FTG F PE 0.0 6 0.0 0.0 43.0 0.0 0.265 TL 6.00 PV Pipe: 6 34.5 1.101 PL 10.00 PF 5.2 6 0.0 0.0 43.0 0.0 11.6 150 FTG 18.0 PE -4.3 7 10.0 0.0 33.4 0.0 0.187 TL 28.00 PV Pipe: 7 34.5 1.101 PL 21.00 PF 6.5 7 10.0 0.0 33.4 0.0 11.6 150 FTG 14.0 PS 0.0 8 10.0 0.0 26.9 0.0 0.187 TL 35.00 PV Pipe: 8 20.4 1.101 PL 28.00 PP 2.8 8 10.0 0.0 26.9 0.0 6.9 150 FTG 12.0 PE 0.0 9 10.0 0.0 24.0 0.0 0.070 TL 40.00 PV Pipe: 9 4.9 1.101 PL 7.00 PP 0.1 9 10.0 0.0 24.0 0.0 1.6 150 FTG 12.0 PE 0.0 10 10.0 0.0 24.0 0.0 0.005 TL 19.00 PV Pipe: 10 -0.7 1.101 PL 11.00 PF 0.0 10 10.0 0.0 24.0 0.0 0.2 150 FTG 4.0 PE 0.0 11 10.0 0.0 24.0 0.0 0.000 TL 15.00 PV Pipe: 11 14.2 1.101 PL 63.00 PP 2.9 8 10.0 0.0 26.9 0.0 4.8 150 FTG 18.0 PS 0.0 11 10.0 0.0 24.0 0.0 0.036 TL 81.00 PV Pipe: 12 13.5 1.101 PL 3.50 PP 0.5 11 10.0 0.0 24.0 0.0 4.6 150 FTG 12.0 PS 0.0 12 10.0 0.0 23.4 0.0 0.033 TL 15.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/19/2011 H:\2011\11-111-2A.SDF JOB TITLE: Magnolia Estates - Lot 7 Plan 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 5.5 1.101 PL 80.00 PP 0.7 10 10.0 0.0 24.0 0.0 1.9 150 FTG 28.0 PE 0.0 13 10.0 0.0 23.3 0.0 0.006 TL 108.00 PV Pipe: 14 15.5 1.101 PL 10.00 PP 1.0 9 10.0 0.0 24.0 0.0 5.2 150 FTG 14.0 FE -4.3 20 20.0 0.0 18.7 0.0 0.042 TL 24.00 PV Pipe: 15 13.5 1.101 PL 10.00 PP 0.8 12 10.0 0.0 23.4 0.0 4.6 150 FTG 14.0 PE -4.3 23 20.0 0.0 18.3 0.0 0.033 TL 24.00 PV Pipe: 16 5.5 1.101 PL 10.00 PF 0.2 13 10.0 0.0 23.3 0.0 1.9 150 FTG 14.0 PE -4.3 22 20.0 0.0 18.8 0.0 0.006 TL 24.00 PV Pipe: 17 1.4 1.101 PL 49.00 PF 0.0 20 20.0 0.0 18.7 0.0 0.5 150 FTG 12.0 FE 0.0 21 20.0 0.0 18.7 0.0 0.000 TL 61.00 PV Pipe: 18 -5.5 1.101 FL 8.00 PP 0.1 21 20.0 0.0 18.7 0.0 1.9 150 FTG 12.0 FE 0.0 22 20.0 0.0 18.8 0.0 0.006 TL 20.00 PV Pipe: 19 6.9 1.101 FL 28.00 PF 0.3 21 20.0 0.0 18.7 0.0 2.3 150 FTG 8.0 PE 0.0 23 20.0 0.0 18.3 0.0 0.010 TL 36.00 PV Pipe: 20 20.4 1.101 FL 18.00 PP 2.0 23 20.0 0.0 18.3 0.0 6.9 150 FTG 10.0 FE 0.0 24 20.0 0.0 16.3 0.0 0.071 TL 28.00 PV Pipe: 21 -14.1 1.101 FL 44.00 PP 2.4 24 20.0 0.0 16.3 0.0 4.8 150 FTG 22.0 PE 0.0 20 20.0 0.0 18.7 0.0 0.036 TL 66.00 PV Pipe: 22 34.5 1.101 FL 11.00 PP 3.5 24 20.0 0.0 16.3 0.0 11.6 150 FTG 8.0 FE 0.0 51 20.0 4.9 12.8 17.5 0.187 TL 19.00 FV Pipe: 23 17.0 1.101 PL 13.00 PP 0.8 51 20.0 4.9 12.8 17.5 5.7 150 FTG 2.0 PE 0.0 S2 20.0 4.9 12.0 17.0 0.050 TL 15.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/19/2011 H:\2011\11-111-2A.SDF JOB TITLE: Magnolia Estates - Lot 7 Plan 2 NOTES (HASS) Calculations were performed by the HASS 8.1 computer program under license no. 27091255 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.006 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 16.3 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEil ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Couplg SwgChk GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 WATER SUPPLY ANALYSIS Static: s'.0 psi t<es±u: LU.UU psi -Low: llUU.0 gpm LEGEND a. Available pressure 94.34 psi @ 39.5 gpm 2 Required pressure 67.43 psi @ 39.5 gpm Source Supply Curve System Demand Curve G 80.0 A U G F 2 60.0 R E S S 40.0 P S i 20.0 0.0 B 100 . 0 1 —14.7 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/19/2011 H:\2011\11-111-2A.SDF - JOB TITLE: Magnolia Estates - Lot 7 Plan 2 WATER SUPPLY CURVE 96+ 0 88+\ \ I \ 80+ \ I \ \ \ 72+ \ \ x \ \ P64+ R I E I \ S I \ S 56+ \ U \ R \ E I \ 48+ \ P \ S I 40+ \ ) I I \ 32+ \ I \ 24+ I * <-20.0 psi @ 1100 gpm Flow Test Point 16+ LEGEND I H I X = Required Water Supply 67.43 psi @ 39.5 gpm U 8+ U 0 = Available Water Supply I 94.34 psi 8 39.5 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)