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1801 BRUNDAGE LN
IE CONSTRUCTION PERMIT BAKERSFIELD FIRE.DEPARTMENT PREVENTION SERVICES J*A E R S F I D 1501 TRUXTUN AVENUE, 1 ST FLR FIRE BAKERSFIELD, CA 93313 IP fM T Office Phone: (661) 326-3979 Application Number . . . . . 10-10000008 Date 1/08/10 Property Address . . . . . . 1801 E BRUNDAGE IN ATN (11 Digits) : 167-010-06- - Application type description FIRE DEPT Subdivision Name . . . . . . Property Use . . . . . . . . Application valuation 0 Owner Contractor ------------------------ ------------------------ OWNER -----------------------------------=---------------------------------------- Permit . . . . . . UNDGRND STR TANK INSTALL/INSP Additional desc . Phone Access Code 971416 Permit Fee . . 439.00 Plan Check Fee 439.00 Issue Date . . . . 1/08/10 valuation . . 0 Expiration Date 7/07/10 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 439.00 439.00 .00 .00 Plan Check Total 439.00 439.00 .00 .00 Grand Total 878.00 878.00 .00 .00 CALL FOR INSPECTION DECLARATIONS Permit is issued in accordance with all applicable (661) 326-3979 Federal, State and Local Ordinances. The permittee has properly signed;and dated the reverse side of this form. This Permit expires afterl80 days of inactivity. Please state the Permit Number,.the Job address, and _ I have reviewed the above application, and find it to the Type of Inspection. Requests for inspections be correct/complete. should be made at least 48 hours in advance. Permittee: Date: 9 HAZARDOUS MATERIALS STATEMENT —Yes—No Will the applicant or future occupant handle hazardous material or a mixture containing a hazardous material equal to or greater than the amounts specified on the list of extremely hazardous substances? See checklist for guidelines. _Yes_No Will the proposed building or modified facility be within 1000 feet of the outer boundary of a school? —Yes—No Will the intended use of the building by the applicant or future building occupant require a permit for construction or modification from the Kern County Air Pollution Control District(KCAPCD)or from the Bakersfield Fire_Dept? See checklist for guidelines. Yes_No I have read the Hazardous Material Guide and KCAPCD Permitting Checklist. I understand my requirements under the Calif. Health and Safety Code Sec.6.95 and Calif.Govt.Sec.65850 and the requirements of the City of Bakersfield Fire Dept.regarding hazardous materials. Owner or Authorized Agentr�rak�� t -° ...Phone No. Date DECLARATIONS: The declarations below are mandated by the State of California under Section 19825 of the Health and Safety Code. LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9(commencing with Section 7000)of the Division 3 of the Business and Professions Code and my license is in full force and effect. Lic.Class Lic.No. Exp.Date Contractors Signature Date OWNER-BUILDER DECLARATION I hereby affirm that under penalty of perjury that I am exempt from the Contractors License Law for the following reason(Sec.7031.5 Business and Professions Code: Any city or county which requires a permit to construct,alter,improve,demolish,or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9 commencing with Section 7000 of Division 3 or the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($500)): 1,as owner of the property or my employees with wages as their sole compensation,will do the work and the structure is not intended or offered for sale(Sec.7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon,and who does such work himself or herself through his or her own employees,provided that such improvements are not intended or offered for sale. If,however,the building or improvement is sold within one year of completion,the owner-builder will have the burden of proving that he or she did not build or improve for the purpose of sale). I,as owner of the property,am exclusively contracting with licensed contractors to construct the project (Sec.7044 Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon and who contracts for such project with a contractor(s)licensed pursuant to the Contractor License Law). I am exempt under Sec. B.&P.C.for the reason Owner Signature PIT� �° _ j _ I t>:: Date WORKERS COMPENSATION DECLARATION I hereby affirm that under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers'compensation,as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers'compensation insurance,as required by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. My workers'compensation insurance carver and policy number are: Carrier Policy No. I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the workers'compensation laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. Applicant: Date WARNING: FAILURE TO SECURE WORKERS'COMPENSATION COVERAGE IS UNLAWFUL,AND SHALL SUBJECT AN EMLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS($100,000)IN ADDITION TO COST OF COMPENSATION,DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued(Sec.3097 Civ.C.) Lenders Name Lenders Address I certify that I have read this application and state that the information contained herein is correct. I agree to comply with all city ordinances and state laws relating to building construction and hereby authorize representatives of the city to enter the above mentioned property for inspection purposes.MR41 Signature of Applicant or Agent .�� s E ,M ,a; . ,. ; ' i "`° � Date HYDRAULIC CALCULATIONS Q�pFESS/0N 1621 EXP.03/31/10 m c7 s�9 F�'ROl`tcG� f OF CAl1F�� AY 1 1 2009 A .f_ , James E. Cooper, P.E. , Suite 3857, .i 1805 N 2ND STS ,. E Rogers AR 72756 479-636-5004 Job Name REMOTE AREA#5 Building WAL*MART SUPERCENTER#1574 Location BAKERSFIELD, CA System SYSTEM#5 - GARDEN CENTER CANOPY Contract 12263 Data File Canopy Sys-5.wx5 Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 James E. Cooper, P.E. Page 1 REMOTE AREA#5 Date 060808 HYDRAULIC DESIGN INFORMATION SHEET G E N E R A L I N F O R M A T I O N Name - REMOTE AREA #5 Location - BAKERSFIELD, CA Building WAL*MART.SUPERCENTER #1574 System - SYSTEM #5 - GARDEN CENTER CANOPY Contract - 12263 Authority Having Jurisdiction - BAKERSFIELD FIRE DEPARTMENT Calculated By - OSF Construction: ( ) Combustible (X) Non-Combustible Occupancy - MERCANTILE D E S I G N C R I T E R I A (X) NFPA 13: ( ) Light Haz. Ordinary Gp. ( ) 1 (X) 2 Extra Gp. ( ) 1 ( ) 2 ( ) High Piled- Storage.:- Figure Curve -- ( ) Rack.Storage: Figure Curve Other.: MISCELLANEOUS- STORAGE - Specific Ruling: CLASS I-IV TO 12'-0" FIGURE 12.1.10.1 Area of Sprinkler Operation - 1500 sq.ft. - Density - .20 gpm\sq.ft. Area Per Sprinkler - 126 sq.ft. Sprinkler Type UPRIGHT Sprinkler K-Factor - 8.0 Sprinkler Temp. Rating - 200 F Hose Allowance - Inside - gpm Hose Allowance - Outside - 500 gpm Note C A L C U L A T I O N S U M M A R Y Flow Required - 525.0 gpm At PO Pressure Avilable - 126.0 psi At PO Pressure Required - 112.2 psi At .PO Total Safety Factor - 13.9 psi At PO W A T E R S U P P L Y I N F O R M A T I O N Water Flow Test: Static Press-- - 61 5 psi Residual Press - 11.5 psi Flow - 2000 gpm Pump Data: Rated Capacity - 2000 gpm @ Pressure - 70 psi Location - AT SITE Source of Information - WATER FLOW TEST ON 05/17/08 Comouter Proa rams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) James E. Cooper, P.E. Page 2 REMOTE AREA# 5 f Date 060808 City Water Supply: Pump Data: Demand: ' C1 -Static Pressure 61.5 P1 -Pump Churn Pressure 84 D1 -Elevation 7.796 C2 - Residual Pressure: 11.5 P2-Pump Rated Pressure 70 ! D2-System Flow 524.96 C2 - Residual Flow 2000. P2-Pump Rated Flow 1734.82 D2 -System Pressure 112.156 P3-Pump Pressure @ Max Flow 45.5 Hose(Adj City) 500 City Water Adjusted to Pump Inlet P3-Pump Max Flow 1734.82 Hose( Demand) for Pf- Elev= Hose Flow City Residual Flow @ 0 = 2236.80 D3-System Demand 524.96 Al -Adjusted Static: 54.700 City Residual Flow @ 20 = 1808.37 Safety Margin 13.868 A2-Adj Resid 0 @ 1734.82 City Water @ 150%of Pump = 23.07 A3 -Adj Resid 0 @ 1734.82 Pump flow terminated at adjusted curve 0 psi 150 Al +1P1 140 130 p 120 D2 R 110 E 100 " I S 90 S 80 2+ P2 U 70 1 R 60 E 50 40'. I 30 20 I C2 10 131 a i 300 600 900 1200 1500 1800 2100 2400 2700 FLOW N^ 1.85 ) I.III I II x/1 A6n07 Fittings Used Summary James E. Cooper, P.E. Page 3 REMOTE AREA#5 Date 060808 Fitting Legend Abbrev. Name '/ 3/. 1'' ' 1%< 1% 2 2% 3 3'/ 4 5 6 8 10 12 14 16 .18 20 24 B Generic Butterfly Valve 0 0 0 0 - 0 0 7 10 0 12' 9 10 12 19 21 0 0 0 0 0 G Generic Gate Valve 0 0 ,' 0;. 0 ;,0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2. 2 2 3 4 5 5 6 8 " 9 13 16 18 24 27 30 34 40 S Generic Swing Check Valve 4 5 5 7 9 11, 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90'Flow thru Tee-_ 3 4 . 5" 6 8 10 12 15. 17 20: 25 30. 35 -50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Units Summary , Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch ; %Ai;-.IL,--KI u 1 ICA n"07 i Pressure / Flow Summary - STANDARD James E. Cooper, P.E. Page 4 REMOTE AREA#5 Date 060808 Node Elevation K-Fact Pt Ph Flow Density Area Press No. Actual Actual Reg. 516 11.5 8 62.77 na 63.38 0.2 126 7.0 511 19.0 8 10.36 na 25.76 0.2 126 7.0 512 19.0 8 10.83 na 26.32 0.2 126 7.0 513 19.0 8 12.45 na 28.23 0.2 126 7.0 514 19.0 8 16.07 na 32.07 0.2 126 7.0 515 19.0 8 22.8 na 38.2 0.2 126 7.0 506 19.0.. 8 9.92 na 25.2 0.2 126 7.0 507 19.0 8 10.37 na 25.76 0.2 126 7.0 508 19.0 8 11.93 na 27.63 0.2 126 7.0 509 19.0 8 = 15.4 na 31.4 0.2 126 7.0 510 19.0 8 21.87 na 37.41 0.2 126 7.0 501 11.5 8 12.28 na 28.03 0.2 126 7.0 502 11.5 8 12.82 na 28.64 0.2 126 7.0 503 11.5 8 14.72 na 30.69 0.2 126 7.0 504 11.5 8 18.94 na 34.82 0.2 126 7.0 505 - 11:5` 8 -- 26.81 na 41.42 0.2 126 7.0 F01 10.5 61.07 na - F02 10.5 61.78 na F03 10.5 64.17 na F04 10.5 69.05 na F05 10.5 "" - 84.67 na A01T 25.0 97.25 na A02T--.. 25.0 97.29 na - - A03T 25.0 97.33 na A04T 25.0 97.37 na A05T 25.0 97.93 na A06T - 25.0 97.99 na -- A07T 25.0 - 98.02 na - A08T-. 25.0 = 98.04 na A09T 25.0 98.08 na Al OT 25.0 98.13 na A11 T 25.0 98.19 na Al 2T 25.0 98.28 na Al 3T 25.0 98.33 na A14T 25.0 98.37 na Al 5T 25.0 98.44 na A16T 25.0 98.49 na A17T 25.0 98.53 na B01T 25.0 95.53 na B02T 25.0 96.02 na - B03T 25.0 96.38 na B04T 25.0 96.66 na B05T 25.0 96.83 na B06T 25.0 97.02 na B07T 25.0 97.16 na _ .... B08T - 25.0- 97.26 na B09T- 25.0 97.34 na B10T 25.0 97.4 na B11T 25.0 97.44 na B12T_.- 25.0' 97.47 na B13T 25.0 97.49 na B14T 25.0 97.49 na 112 25.0 96.28 na 111 25.0 96.39 na 110 25.0 96.49 na 109 25.0 96.63 na 108 25.0 96.75 na 107 25.0 96.9 na 117 25.0 96.58 na 116 25.0 96.66 na 115 25.0 96.73 na 114 25.0 96.83 na Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard James E. Cooper, P.E. Page 5 REMOTE AREA#5 Date 060808 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 113 25.0 96.93 na AB1 25.0 97.95 na AB2 25.0 98.25 na A63 25.0. 98.41 na B01 24.0 95.79 na B02 24.0 96.33 na B03 24.0 96.72 na -- B04 24.0 97.03 na B05 24.0 97.23 na B06 24.0 97.42 na B07 24.0 97.57 na B08 24.0 97.66 na B09 24.0 97.75 na 610 24.0 97.81 na B11 24.0 97.85 na -B12 -- 24.0 __ 97.88 na - B13 24.0 _ 97.89 _ na 106 25.0 - - 95.88 - na 105 25.0 96.02 na 104 25.0 96.16 na 103 25.0 96.34 na 102 25.0 96.51 na 101 25.0 _. _... 96.72 na - A01 24.0 97.85 na A02 24.0 97.85 na A03 24.0 97.86 na A04 24.0 -- - 97.88 - na A05 24.0 98.4 na A06 24.0 98.43 na A07 24.0 98.46 na A08 24.0 98.5 na A09 24.0 98.54 na A10 24.0 98.59 na All 24.0 98.65 na Al2 24.0 98.71 na A13 24.0 98.78 na A14 24.0 98.83 na A15 24.0 98.88 na A16 24.0 - 98.94 na A17 24.0 99.0 .- . - na TOR5 12.0 107.53 na BOR5 - 4.0 111.15--- na PO 2.0 112.16 na PI 2.0 42.38 na P12 4.0 - 41.54 na FLG 2.0 -- - 42.52 na .BOR 1.0 na. .- 500.0 _ . 46.98. _=:-- . - The maximum velocity.is 32.14 and it occurs in the pipe between nodes 505 and F01 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams James E. Cooper, P.E. Page 6 REMOTE AREA#5 Date 060808 Hyd. Qa' Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 516 63.38 1.442 1T 7.432 15.167 62.766 K Factor= 8.00 to 120 1L 2.477 9.909 0.433 F04 63.38 0.2334 0.0 .25.076- 5,853 - Vel= 12.45 0.0 63.38 69.052_ .. K Factor= 7.63 511 25.76 1.442 .0.0 10.500 10.365 KFactor= 8.00 to 120 0.0 0.0 0.0 512 25.76- 0.0441 0.0 . 10.500 0.463 Vel= 5.06 512 26.32 1.442 0.0 10.000 10.828 K Factor= 8.00 - to 120;. 0.0 0.0 0.0 513 -- 52.08 0:1623 - - 0.0 - 10.000 1.623--- Vel = 10.23 513 28.23 1.442 0.0 10.000 12.451 K Factor= 8.00 to 120: _. 0.0 0.0 0.0 514 80:31" 0.3616 0.0 1-0.000 3.616 Vel = 15.78 514 32.07 1.442 0.0 10.000 16.067 K Factor= 8.00 to _ 120 0.0 0.0 0.0 515 112.38 0.6734 0.0 10.000 6.734 Vel= 22.08 515 38.20 1.442 " 1T 7.432 22.667 - 22.801 K Factor= 8.00 to 120 1 L 2.477 9.909 3.681 F03 150.58 - 1.1570 - 0.0 - 32.576 37.691__ .: - Vel= 29.58 0.0 150.58 - 64.173 K Factor= 18.80 506 25.20 1.442 0.0 - 10.500 9.922 - K Factor= 8.00 to 120- 0.0 0.0 0.0 507 25.2 0.0424 0.0 10.500 0.445- -- Vel= 4.95 507 25.76 1.442 0.0 10:000 10.367 K Factor= 8.00 to 120 0.0 0.0 0.0 508 50.96 0.1559 0.0 10.000 1.559 Vel= 10.01 508 27.63 1.442 0.0 10.000 11.926 . K Factor=8.00_ to :_._- 120-. 0.0- 0.0 0.0 509-. 78.59 0.3475 0.0 10.000 3.475: = 15.44 509- 3:1.39 - 1.442 0.0 10.000- .. -15.401 _ K Factor= 8.00 to - 420, - 0.0 - 0.0 0.0 510 109:98 : 0.6470 0.0 10:000 - 6.470, Vel=-21.61 510 37.42' 1.442 1 T 7.432". 22.667 21.871.. KFactor=8.00 to 120: - ,_1 L 2.477-j 9.909 3.681- F02 147.4 1.1122 0.0 32.576 36.232 Vel----' 28.96 = 0.0 147.40 61.784 K Factor= 18.75 501 28.03 1.442 0.0 10.500 12.278 K Factor= 8.00 to 120 0.0 0.0 0.0 502 28.03 0.0516 0.0 10.500 0.542 Vel= 5.51 502 28.65 1.442 0.0 10.000 12.820 K Factor= 8.00 to 120 0.0 0.0 0.0 503 56.68 0.1898 0.0 10.000 1.898 Vel= 11.13 503 30.69 1.442 0.0 10.000 14.718 K Factor= 8.00 to 120 0.0 0.0 0.0 504 87.37 0.4227 0.0 10.000 4.227 Vel= 17.16 Computer Proarams by Hvdratec Inca Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 7 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes, ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 504 34.82 1.442 0.0 10.000 18.945 K Factor= 8.00 to 120 0.0 0.0 0.0 505. _._ _ 122.19- 0.7861-.-._-. _ 0.0 10.000 7.861 Vel = 24.00 - 505 41.42 1.442 IT 7.432 15.167 26.806 K-Factor= 8.00 to 120 = - 1 L' 2.477 -`9.909 0.433 F01 163.61 1.3491 0.0 25.076 33.829 Vel = 32.14 F01 -0.0 2.635 0:0 10.000 61.068 to 120 0.0 0.0 0.0 F02 163.61 0.0716 0.0 10.000 0.716 Vel = 9.63 F02 147.39 2.635 0.0 - - 10.167 61.784 to 120 0.0 0.0 0.0 F03 311.0 0.2350 0.0 10.167 2.389 Vel= 18.30 F03 :.:._ _ 150.58._ 2.635 . _ . . 0.0 . .. 10.000 64.173 to 120 0.0 0.0 0.0- F04 461.58 0.4879 0.0 10.000 4:879 Vel = 27.16 F04 63.38 2.635 IT 16.474 8.750 69.052 to 120 0.0 16.474 0.0 F05 524.96- 0.6190 0:0 25.224 15.613 Vel = 30.89 F05 0.0 3.26 _ - IT 20.159 43.708- 84.665 - to . 120 -2L 13.44 33.599 -5.847 - B01 524.96 0.2195 0.0 77.307 16.972 Vel = 20.18 0.0 524.96 - -95.790 K Factor= 53.64 A01T 75.31 3.26 IT 20.159 1.521 97.247 to - 120 '1 L 6.72 26.879` - 0.433 = A01 75.31 0.0061 0.0 28.400 0.172 Vel = 2.89 0.0 75.31 97.852 K Factor= 7.61 A02T 64.02 126 1T 20.159 1.521 -- -97.294 to 120 -IL 6.72 26.879- 0.433 . A02 64.02 0.0045 0.0 28.400 0.127 Vel = 2.46 0.0 64.02 - 97.854 -. K Factor= 6.47 A03T = 54.72 3.26 ' IT -20.159 - 1.521" '97M5 to - 120 - IL 6.72 : 26.879 0.433 A03------ 54.72 0,0033---- - 0.0, 28:400:` 0.096 Vel = 2:10 = 0.0 54.72 97.863 K Factor= 5.53 A04T 46.75 3.26 IT 20.159 1.521 97.375 to 120 1 L 6.72 26.879 0.433 A04 46.75 0.0025 0.0 28.400 0.071 Vel = 1.80 0.0 46.75 97.879 K Factor= 4.73 A05T 30.83 3.26 1 T 20.159 1.521 97.933 to 120 1 L 6.72 26.879 0.433 A05 30.83 0.0012 0.0 28.400 0.033 Vel = 1.19 0.0 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 8 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total- Pf Pn 30.83 98.399 K Factor= 3.11 A06T 13.31 3.26 IT 20.159 1.521 97.989 to 120 1L 6.72 26.879 0.433 - --. A06 13.31- .0.0002 0.0 28.400 0.007 Vel = 0.51 0.0 - 13.31 98.429 K Factor= 1.34 A07T 17.31 3.26 IT 20.159 1.521 98.018 to 120 IL 6.72 26.879 0.433 A07 17.31 0.0004 0.0 28.400 0.011 Vel = 0.67 0.0 17.31 98:462 K Factor= 1.74' A08T 27.27 3.26 IT 20.159 1.521 98.040 to 120 1L 6.72- -.26.879- 0.433 A08 27.27 0.0009 0.0 28.400-_ 0.026 Vel = 1.05 0.0- _._.. - -- --- -- - - --- 27.27 - --- 98.499 K Factor= 2.75 A09T 26.41 3.26 IT 20.159 1.521 98.084 to - 120 11L 6.72 26.879 0.433 A09 26.41 0.0009 - 0.0 28.400= 0.025 Vel= 1.02 - 0.0 26.41 98.542 K Factor= 2.66 A10T 26.39 3.26 1T 20.159 1.521 98.134 to 120 1 L 6.72 26.879 - -0.433 A10 26.39 0.0009 0.0 28.400 0.025 Vel = 1.01 0.0.. .._ 26.39 98.592 K Factor= 2.66 A11T 25.72 3.26 --1T- 20.159 1.521 _ 98.192 to - 120 --1L 6.72 - 26.879- , . .0.433 All 25.72 0.0008 0.0_ 28.400 0.023 - Vel= 0.99 0.0 _. 25.72 98.648 .. . K Factor= 2.59 Al2T 9.76 3.26. 1T_-._ 20.159:..:_:_ 1.521-: 9_8.275 to 120 1L 6:72 26.879 0.433 Al2 9.76 0:0001 -0.0 28.400. 0.004 Vel = 0.38 - 0.0 -9.76 98.712 K Factor= 0.98 A13T 18.63 3.26 1 T 20.159 1.521 98.333 to 120 1 L 6.72 26.879 0.433 A13 18.63 0.0005 0.0 28.400 0.013 Vel = 0.72 0.0 18.63 98.779 K Factor= 1.87 A14T 27.63 3.26 1 T 20.159 1.521 98.368 to 120 1 L 6.72 26.879 0.433 A14 27.63 0.0010 0.0 28.400 0.027 Vel = 1.06 0.0 27.63 98.828 K Factor= 2.78 Al 5T 11.72 3.26 1 T 20.159 1.521 98.443 to 120 1 L 6.72 26.879 0.433 A15 11.72 0.0002 0.0 28.400 0.006 Vel = 0.45 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 9 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*`*""" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 11.72 98.882 K Factor= 1.18 Al 6T 18.76 3.26 1T 20.159- 1.521 98.492 to 120 1L- 6.72 - 26.879 0.433 A16 18.76 0.0005 - 0.0 28.400 04013 -Vel= 0.72 0.0 18.76 98.938 K Factor= 1.89 Al 7T 30.42 3.26 1 T 20.159 1.521 98.530 to 120 1 L 6.72 _. . . 26.879 0.433 A17 30.42 0.0011 0.0 28.400 0.032 .-Vel = 1.17 0.0 30.42 98.995 K Factor= 3.06 B01 T- -75.-31 3.26 -IT-1- .-1 T - 20.159 . 1.375 95.528 to - 120 -11-- 6.72 26.879 0.433 B01.__ ___ -75.31 -0.0061 - 0.0 28.254 -0.171 - -.-Vel 2.89 - 0.0 -75.31 95.790 K Factor= -7.69 B02T -64.02 3.26 1T- 20.159 1.375 96.021 to 120 _ _1L_- 6.72 26.879 _ 0.433 - B02 -64.02 -0.0045 0.0 28.254 -0.126 Vel = 2.46 0.0 i - -64.02 " - 96.328 K Factor= -6.52 B03T -54.72 "3.26 1T 20.159 1.375. 96.383 to 120 1L 6.72 26.879 0.433 B03 -54.72 -0.0034 0.0 28.254 -0.095 Vel= 2.10 0.0 -54.72 96.721 K Factor=.-5-.56 B04T -46.75 3.26 1T- 20.159 1.375 96.664 to - 120 1 L 6.72- 26.879 0.433 B04 - -_-46.75 -0.0025 0.0- 28.254 -0.071 Vel = 1.80 0.0 -46.75 - 97.026 -,K Factor='-4.75- " B05T 30.83' . 3.26 1 T -20.159 1.375" 96.833 to 120 1 L 6.72 26.879 0.433 B05 -30.83 -0.0011 0.0 28.254 -0.032- Vel = 1.19 0.0 -30.83 97.234 K Factor= -3.13 B06T -30.62 3.26 1T 20.159 1.375 97.019 to 120 1 L 6.72 26.879 0.433 B06 -30.62 -0.0012 0.0 28.254 -0.033 Vel = 1.18 0.0 -30.62 97.419 K Factor= -3.10 B07T -27.27 3.26 1T 20.159 1.375 97.159 to 120 1L 6.72 26.879 0.433 B07 -27.27 -0.0009 0.0 28.254 -0.026 Vel = 1.05 0.0 -27.27 97.566 K Factor= -2.76 Computer Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 10 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. .Total Pf Pn B08T -26.41 3.26 IT 20.159 1.375 97.256 to 120 1L 6.72 26.879 0.433 1308 -26.41 --0.0009 0.0 28.254 -0.025 Vel= 1.02 0.0 -26.41 - 97.664 -,K Factor= -2.67 B09T -26.39 3.26 IT 20.159' 1.375 97.338 to 120 1L 6.72 26.879 0.433 1309 -26.39 -0.0008 0.0 28.254 -0.024 Vel= 1.01 0.0 -26.39 97.747 K Factor= -2.67 1310T -25.72 3.26 IT 20.159 1.375 97.401 to 120 1 L 6.72 26.879 0.433 B10 . -25.72- -0.0008 - 0.0 .. 28.254 _ -0.023 'Vel= 0.99 0.0 - _. -25.72 97.811 ____ K Factor=- 2.60 B 11 T -28.39 3.26 IT 20.159 1.375 97.445 to 120 1 L 6.72 26.879 - 0.433 B11 -28.39 -0.0010 0.0 28:254 -0.028 Vel= 1.09 0.0 -28.39 - 97.850 K Factor -2.87 B12T . . -27.63 3.26 1T 20.159- 1.375 97.470 to - - '120 1.1- 6.72 26.879 -0.433 B12 _ -27.63 -0.0010 0.0 28.254 -0.027 - Vel= 1.06. 0.0 -27.63 97.876- K Factor= -2.79 B13T -30.49 3.26 IT 20.159 1.375 97.489 to 120 1L 6.72 26.879 -OA33 1313 -30.49 -0.0011 0.0 28.254 -0.032 ..Vel= 1.17 0.0 -30.49 97.890 __ - =-K Factor= -3.08 B14T. -30.42 3.26 IT 20.159 1.375 97.492 to :120-' 11 6.72 26.879. - _ . 0.0:, B14 -30.42' 0.0011 0.0 28.254 -0.032' _ Vel= 1.17 0.0 -30.42 97.460 -K Factor= -3.08 B02T 64.02---' -2.635 IT 16.474 3:917 96.021 to 120 0.0 16.474 0.0 112 64.02 '0.0127 0.0 20.391 0.258 Vel = 3.77 112 0.0 2.635 0.0 8.750 96.279 to 120 0.0 0.0 0.0 111 64.02 0.0126 0.0 8.750 0.110 Vel = 3.77 111 0.0 2.635 0.0 8.000 96.389 to 120 0.0 0.0 0.0 110 64.02 0.0126 0.0 8.000 0.101 Vel= 3.77 110 0.0 2.635 0.0 10.750 96.490 to 120 0.0 0.0 0.0 109 64.02 0.0127 0.0 10.750 0.136 Vel = 3.77 Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 11 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. . Total Pf Pn 109 0.0 2.635 0.0 9.750 96.626 to 120 0.0 0.0 0.0 108 64.02 0.0126 0.0 9.750 0.123 Vel = 3.77 108 0.0 2.635 0.0 12.250 96.749 to - 120 0.0.. .. 0.0 - ... 0.0- _ 107 64.02 0.0127 0.0 12.250 0.155 Vel = 3.77 107 0.0 - 2.635- 1 T 16.474 14.458 96.904 to 120 0.0 16.474 0.0 A02T 64.02 0.0126 0.0 30.932 0.390 Vel = 3.77 0.0 64.02 97.294 K Factor= -6.49. B03T 54.72 2.635 1 T 16.474 3.917 96.383 to - 120 0.0 -16.474: _ 0.0 117 5472 0.0094 0.0 20.391 0.192- Vel = 3.22 117 0.0-- 2.635. _ 0.0 _ 8.750 96.575...__ to 120 - 0.0 0.0 0.0 - 116 54.72 0.0095 0.0 8.750 0.083 Vel = 3.22 116 0.0= 2.635 0.0 - 8.000. 96.658 - to 120 0.0 ..0.0 0.0 115 54.72 0.0094- 0.0 8.000- 0:075 Vel = 3.22 115 0.0 2.635 0.0 10.750 96.733 to 120 0.0 0.0 - -- 0.0 114 5412 0.0095 0.0 10.750 0.102 --- Vel = 3.22 - 114 0.0 2.635 0.0 9.750 96.835 to 120 - 0.0 .0.0 0.0 113 54.72 0.0094 0.0 9.750 . 0.092 Vel = 3.22 113 0.0 2.635 _-._ 1T . 16.474 26.708 96.927 to 120 0.0 16.474 0.0 A03T 54.72 0.0094 0.0 43.182 0.408 Vel = 3.22 0.0 _ 54.72 97.335 K Factor= 5.55 B04T 46.75 2.635 2T 32:948 67.875 96.664 '32.948':: 0.0 to 120 0.0 A04T 46.75 0.0071 0.0t.- 100.823 0311 Vel = 2.75 0.0 46:75: - - - 97.375 K Factor` 4.74 B05T 30.83 2.635 2T 32.948 292.960 96.833 to 120 2L 10.983 43.931 0.0 - A05T 30.83 0.0033 0.0 336.891 1.100 Vel = 1.81 0.0 30.83 97.933 K Factor= 3.12 AB1 13.31 2.635 IT 16.474 41.420 97.946 to 120 1 L 5.491 21.965 0.0 A06T 13.31 0.0007 0.0 63.385 0.043 Vel = 0.78 0.0 13.31 97.989 K Factor= 1.34' B06T 30.62 2.635 2T 32.948 254.542 97.019 to 120 0.0 32.948 0.0 AB1 30.62 0.0032 0.0 287.490 0.927 Vel = 1.80 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 12 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AB1 -13.31 2.635 1T 16.474 42.420 97.946 to 120 1L 5.491 21.965 0.0 A07T 17.31 0.0011 0.0 64.385 0.072 Vel = 1.02 0.0 17.31 98.018 -K Factor= 1.75 B07T 27.27 2.635 2T 32.948 294.500 97.159 to 120 2L 10.983 43.931 0.0 A08T 27.27 0.0026 0.0 338.431 0.881 Vel = 1.60 0.0 27.27 98.040 K Factor= 2.75 B08T. .. 26.41 2.635. --2T 32.948 293.750 97.256 to 120 2L 10.983 43.931 0.0 A09T 26.41 . 0.0025 0.0 337.681 0.828 _Vel = 1.55 0.0 26.41 98.084 .-K Factor= 2.67 B09T 26.39 2.635 - 2T 32.948 292.000 97.338 to 120._ 0.0 32.948 0.0 -All OT 26.39- 0.0024 0.0 324.948 0.796 Vel = 1.55 0.0 26.39 98.134 - K Factor= 2.66 B10T 25.72 2.635 2T . 32.948 . ,294.500 _ 97.401 to - - -120 2L 10.983 -43.931 - 0.0 -Al IT 25.72-- 0:0023 0.0_ 338.431 - 0.791 Vel = 1.51 _ 0.0 25.72 98.192 ..K Factor= 2.60 AB2 9.76 2.635 1L 5.491 41.000 98.251 to 120 1T 16.474 21.965 0.0 Al2T • 9.76 . 0.0004 0.0 62.965 - 0.024 Vel = 0.57 0.0 9.76 - - 98.275 K Factor= 0.98 B11T- 28.39 2.635 2T 32.948 254.542 - 97.445 to 120 0.0 32.948 0.0 AB2'.: 28.39 0.0028 0.0 287:490 0.806 Vel = 1.67 AB2 = -9.76 2.635 -1 T 16.474 42.000 98.251 to 120 1 L 5.491 21.965 0.0 A13T 18.63 0.001.3 . 0.0 63.965 0.082 `.. Vel= 1.10 0.0 18.63 - 98.333 K Factor= 1.88 B12T 27.63 2.635 2T 32.948 292.500 97.470 to 120 2L 10.983 43.931 0.0 A14T 27.63 0.0027 0.0 336.431 0.898 Vel = 1.63 0.0 27.63 98.368 K Factor= 2.79 A133 11.72 2.635 1 L 5.491 41.000 98.409 to 120 1T 16.474 21.965 0.0 A15T 11.72 0.0005 0.0 62.965 0.034 Vel = 0.69 0.0 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 13 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or. Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11.72 98.443 K Factor= 1.18 B13T 30.49 2.635 2T 32.948 254.542 97.489 to __. 120 0.0 32.948 0.0 AB3 30.49 0.0032 0.0 287.490 0.920 Vel = 1.79 AB3 -11.73_- 2.635 AT 16.474 - - 42.000 98.409 to 120 IL 5.491 21.965 0.0 A16T 18.76 0.0013 0.0 63.965 0.083 Vel = 1.10 0.0 18.76 98.492 K Factor= 1.89 B01 449:65 4.26 _. 0.0 12.00.0 95.790 to -120 0.0 0.0 0.0 B02 449.65 0.0448 0.0 12.000 0.538 Vel = 10.12 B02 -64.02 4.26 0.0 _ 11.660 96.328 to 120 0.0 0.0 0.0 B03 385.63 0.0337 0.0 11.660 0.393 Vel = 8.68 B03 -54.73 4.26 0.0 12.000 96.721 to 120 0.0 0.0 0.0 B04 330.9 0.0254 0:0 12.000 0.305 Vel = 7.45 B04 -46.75 4.26 0.0 _ 10.830 97.026 to - 120 0.0 0.0 0.0 B05 284.15 0.0192 0.0 10.830 0.208 Vel = 6.40 B05 .-=. -30:82 . 4.26 0.0 . 12.000 - : 97.234 to 120 - -- - 0:0 . _ 0.0 .0:0 _ -.- B06 253.33 0.0154 0.0 12.000 0.185 Val = 5.70 B06 -30.62 4.26 0.0- - 12.000 97.419 to 120 0.0 0.0 0.0 B07 222.71 0.0122 0.0 12.000 0.147 Vel = 5.01 B07 -27.27 4.26 0.0 10.250 97.566 to 120 0.0 0.0 0.0 B08 195.44 0.0096 0.0 10.250 0.098 Vel = 4.40 B08 -26.41. 4.26 0.0 11.250 97.664 to 120 0.0 0.0 0.0 B09 ` 169.03 0.0074 0.0 - 11.250 0.083 Vel = 3.80 - B09 -26.39_- 4.26 . 0.0 12.000 97147 to 120 0.0 0.0 0.0 B10 . 142.64- 0.0053 '-. 0.0 12.000" - 0.064 Vel = 3.21 B 10 -25.72 4.26 0.0 10.500 97.811 to 120 0.0 0.0 0.0 B11 116.92 0.0037 0.0 10.500 0.039 Vel = 2.63 B11 -28.38 4.26 0.0 12.000 97.850 to 120 0.0 0.0 0.0 B12 88.54 0.0022 0.0 12.000 0.026 Vel = 1.99 B12 -27.63 4.26 0.0 12.000 97.876 to 120 0.0 0.0 0.0 B13 60.91 0.0012 0.0 12.000 0.014 Vel = 1.37 B13 -30.49 4.26 0.0 12.000 97.890 to 120 0.0 0.0 -0.433 B14 30.42 0.0002 0.0 12.000 0.003 Vel = 0.68 Comouter Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 14 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. I.G. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 30.42 97.460 K Factor= 3.08 B14T 30.42 2.635 2T 32.948 292.750 97.492 to 120 0.0 32.948 0.0 A17T -30.42 0.0032 - =: -0.0- 325.698 1.038 Vel- 1.79 0.0 30.42 98.530 K Factor= 3.06 801T 75.31 2.635 IT 16.474 3.917 95.528 to 120 0.0 - 16.474 0.0 106 75.31 . . 0.0171 0.0 20.391 0.348 Vel'= 4.43 106 0.0 2.635 0.0 8.750 95.876 to 120 0.0 0.0 0.0 . 105 . _ _75.31. _ . 0.0170 0.0 8.750 0.149 Vel= 4.43 105_ 0.0 2.635 0.0. 8.000 96.025 to 120 0.0 0.0 0.0 104 75.31 0.0170 0.0 8.000 0.136 Vel= 4.43 104 0.0 2.635 0.0 10.750 96.161 to 120 0.0 - 0.0 0.0 103 --75.31- 0.0170 0.0- -- 10.750 - 0.183 Vel= 4.43 103 - 0.0 2.635 0.0 9.750- 96.344 to 120 0.0 0.0 - 0.0 102 -75.31 0.0171 '0.0 9.750 0.167 - _ Vel = 4.43 102" 0.0 2.635 " 0.0 12:250'- 96.511 to 120 0.0 0.0 0.0 101 75.31 0.0171- 0.0 12.250, 0.209 Vel'= 4.43 101 0.0 2.635 IT 16.474 14.458 96.720 to 120- - 0.0 16.474 0.0 A01T 75.31 0.0170 0.0 30.932 0.527 Vel= 4.43 0.0 75.31 - 97.247 _ K Factor= 7.64 A01 75.31 6.357 0.0 12.000. 97.852 _ to 120 0.0 0.0 0.0 A02 �'75.31 0.0002 °` 0:0 '" 12.000 0.002 . -Vel= 0.76 A02- :64.02 6.357 - 0.0 11:660 97.854 to 120 0.0 0.0 0.0 A03 139:33; 0.0008 0:0..: 11.660 0.009 Vel-= 1.41 - A03 54.73 6.357 0.0 12.000 97.863 to 120 0.0 0.0 0.0 A04 194.06 0.0013 0.0 12.000 0.016 Vel = 1.96 A04 46.74 6.357 2L 22.632 236.410 97.879 to 120 0.0 22.632 0.0 A05 240.8 0.0020 0.0 259.042 0.520 Vel = 2.43 _ A05 30.83 6.357 0.0 12.000 98.399 to 120 0.0 0.0 0.0 A06 271.63 0.0025 0.0 12.000 0.030 Vel = 2.75 A06 13.31 6.357 0.0 12.000 98.429 to 120 0.0 0.0 0.0 A07 284.94 0.0028 0.0 12.000 0.033 Vel = 2.88 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 15 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A07 17.31 6.357 0.0 12.000 98.462 to 120 0.0 0.0 0.0 A08 302.25 0.0031 0.0 - 12.000 0.037 Vel = 3.06 A08 27.27 6.357 0.0 11000 98.499 to 120 0.0 0:0:- 0.0 . A09 329.52 0.0036 0.0 12.000 0.043 Vel= 3.33 A09 26.41 6.357 0.0 12.000 98.542 to 120 0.0 0.0 0.0 A10 355.93 0.0042 0.0 12.000 0.050 Vel= 3.60 A10 26.39 6.357 0.0 12.000 98.592 to 120 0.0 0.0 0.0 All 382.32 0.0047 0.0 12.000 0.056 Vel= 3.86 All 25.72 6.357.- 0.0 12.000- - .. 98.648 to 120 0.0 0.0 0.0 Al2 408.04 0.0053 0.0 12.000 0.064 Vel = 4.12 Al2 9.75 6.357 0.0 12.000 98.712 to 120 0.0 0.0 0.0 A13 417.79 0.0056 0.0 12.000' 0.067 - Vel= 4.22 A13 __ 18.63 6.357 0.0 8.000 98.779 to - 120 • 0.0 0.0- - 0.0 A 1 4 Vel 14 436.42 0.006 0.0 8.000 0.0 9 of 4.41 A14 27.63 6.357 0.0. - _ -8.000 98.828 = to _.._... - ----120---- _ 0.0 0.0 0.0 A15 464.05 0.0068 0.0 8.000 0.054 Vel = 4.69 A15 11.73 6.357 0.0 8.000 98.882 to 120 0.0 0.0 0.0 A16 475.78 0.0070 0.0 8.000 0.056 Vel= 4.81 A16 18.76 6.357 0.0 7.500 98.93.8 to 120 0.0 0.0 0.0 .A17 _ 494.54 . 0.0076 0.0 . 7.500 0.057 Vel = 5.00 A17 - 30.42 6.357 10L 113.16 280.000 98.995 to 120 0.0 113.160 5.197 TOR5 : 524.96 -0.0085 -- 0.0 - 393.160 3.339 -- Vel= 5.31 = TOR5 0.0- 8.249 -IT- 41.108 8.000 107.531 to 120 1B 14.094 55.202 3.465 BOR5- _-- 524.96 0.0024 0.0 63.202 0.151 ; - Vel = 3.15 BOR5 0.0 10.42 1 B 22.99 17.000 111.147 to 120 IS 66.551 169.402 0.866 PO 524.96 0.0008 1L 19.36 186.402 0.143 Vel= 1.98 IT 60.501 0.0 524.96 112.156 K Factor= 49.57 System Demand Pressure 112.156 Safety Margin 13.868 Continuation Pressure 126.024 Pressure @ Pump Outlet 126.024 Pressure From Pump Curve -83.645 Pressure @ Pump Inlet 42.379 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 16 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn PI 0.0 10.42 1 G 6.05 5.000 42.379 to 120 1 L 19.36 25.410 -0.866 P12 524.96 0.0008 0.0 30.410 0.023 Vel = 1.98 P12 0.0 10.42 5L -96.801 50.000 41.536 to = 120 - 0.0 96.801 0.866 - FLG 524.96 0.0008 0.0 146.801 0.113 Vel= 1.98 FLG 0.0 9.79 3L -42.867- 15.000 42.515 to 120 1Zaf 0.0 42.867 4.408 * Fixed loss= 3.975 BOR 524.96 0.0010 0.0 57.867 .0.060 Vel= 2.24 500.00 Qa= 500.00 1024.96 46.983 . = K Factor= 149.53 Comouter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 HYDRAULIC CALCULATIONS Q�pFES S/0 �o se. CpO 9! 1621 EXR 03/31/10 m ROTEG���� 9 OF CA10� e , MAY 1 1 2009 James E. Cooper, P.E. Suite 3857 M0 1805 N 2ND ST P Rogers AR 72756 479-636-5004 / Job Name REMOTE AREA#5 Building WAL*MART SUPERCENTER#1574 Location BAKERSFIELD, CA System SYSTEM#5 - GARDEN CENTER CANOPY Contract 12263 Data File Canopy Sys-5.wx5 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 James E. Cooper, P.E. Page 1 REMOTE AREA#5 Date 060808 HYDRAULIC DESIGN. INFORMATION; SHEET G E N E R A L I N F O R M A T I O N Name - REMOTE AREA #5 Location - BAKERSFIELD, CA Building - WAL*MART SUPERCENTER #1574 System - SYSTEM #5 - GARDEN CENTER CANOPY Contract - 12263 Authority Having Jurisdiction - _BAKERSFIELD FIRE DEPARTMENT Calculated By - OSF Construction: ( ) Combustible (X) Non-Combustible Occupancy - MERCANTILE D E S I G N C R I T E R I A (X) NFPA 13: ( ) Light Haz. Ordinary Gp. ( ) 1 (X) 2 Extra Gp. ( ) 1 ( ) 2 ( )" High- Piled_Storage-:_.."Figure Curve _ ( ) Rack Storage: Figure Curve .. .. --Other: MISCELLANEOUS STORAGE --• Specific Ruling: CLASS I-IV TO 12'-0" FIGURE 12.1.10.1 Area of Sprinkler Operation - 1500 sq.ft. Density - .20 gpm\sq.ft. -Area Per Sprinkler - 126 sq.ft. f Sprinkler Type - UPRIGHT Sprinkler K-Factor - 8.0 Sprinkler Temp. Rating - 200 F Hose Allowance - Inside - gpm Hose Allowance - Outside - 500 gpm Note i C A L C U L A T I O N S U M M A R Y Flow Required - 525.0 gpm At PO Pressure Avilable - 126.0 psi At PO Pressure Required - 112.2 psi At PO Total Safety Factor - 13.9 psi At PO W A T E R S U. P P L Y I N F O R M A T I O N Water Flow Test: Static--Press~ - 61.5 psi ` Residual Press - 11.5 psi Flow - 2000 gpm Pump Data: Rated Capacity - 2000 gpm - @ Pressure - 70 psi Location - AT SITE i Source of Information - WATER FLOW TEST ON 05/17/08 Commuter Proorams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) James E. Cooper, P.E. i Page 2 REMOTE AREA#5 Date 060808 City Water Supply: Pump Data: I Demand: C1 -Static Pressure 61.5 P1 -Pump Churn Pressure 84 D1 - Elevation 7.796 C2- Residual Pressure: 11.5 P2- Pump Rated Pressure ' : 70 D2-System Flow 524.96 C2 - Residual Flow 2000 P2-Pump Rated Flow 1734.82 D2-System Pressure 112.156 P3- Pump Pressure.@ Max Flow 45.5 Hose (Adj City) 500 City Water Adjusted to Pump Inlet P3-Pump Max Flow 1734.82 Hose ( Demand ) for Pf Elev- Hose Flow City Residual Flow @ 0 = 2236.80 D3-System Demand 524.96 Al -Adjusted Static: 54.700 City Residual Flow @ 20, = 1808.37 Safety Margin 13.868 A2 -Adj Resid 0 @ 1734.82 City Water @ 150%of Pump = 23.07 A3 -Adj Resid 0 @ 1734.82 Pump flow terminated at adjusted curve 0 psi ; i 150 140 Al +1P1 130 P 120 D2 R 110 E 100 S 90 S 80 2+ P2 U 70 1 R 60 E 50 Al � 40 30 20 C2 10 300 600 900 1200 ' 1500 1800 2100 2400 2700 'FLOW( N^ 1.85) i � I Fittings Used Summary James E. Cooper, P.E. Page 3 REMOTE AREA#5 Date 060808 Fitting Legend Abbrev. Name % % 1' A. 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 ' 5 6 7 8 10 11 13 L Long Turn Elbow 1 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S Generic Swing Check Valve 4 5 ,5 7 9 11 14 16, 19 22 27 32 45 55 65 76 87 98 109 130 T 90'Flow thru Tee 3 4 15 6 8 10 12 15 17 20; 25 30, 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow 1 • i Units Summary 1 Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch j �_�_..a__n..__..._._,. L...I I..../....a....1.... 0....s,. A�� %A/:...1L,-- AI U I ICA ninR7 Pressure / Flow Summary - STANDARD James E. Cooper, P.E. Page 4 REMOTE AREA#5 Date 060808 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 516 11.5 8 62.77 na 63.38 0.2 126 7.0 511 19.0 8 10.36 na 25.76 0.2 126 7.0 512 19.0 8 10.83 na 26.32 0.2 126 7.0 513 19.0 8 12.45 na 28.23 0.2 126 7.0 514 19.0 8 16.07 na 32.07 0.2 126 7.0 515 19.0 8 22.8 na 38.2 0.2 126 7.0 506 19.0- 8 9.92 - na 25.2 0.2 126 7.0 507 19.0 8 10.37 na 25.76 0.2 126 . 7.0 508 19.0 8 11.93 na 27.63 0.2 126 7.0 509 19.0 8 15.4 na 31.4 0.2 126 7.0 510 19.0 8 21.87---- na 37.41 0.2 126 7.0 501 11.5 8 12.28 na 28.03 0.2 126 7.0 502 11.5 8 12.82 na 28.64 0.2 126 7.0 503 11.5 8 14.72 na 30.69 0.2 126 7.0 504 11.5 8 18.94 na 34.82 0.2 126 7.0 505 11.5 8 -- 26:81 na 41.42 0.2 126 7.0 F01 10.5 61.07 na F02 10.5 61.78 na F03 10.5 64.17 na F04 10.5 69.05 na _ F05 10.5 84.67 na A01 T 25.0 97.25 na A02T - .25.0 97.29 - na - - -- A03T 25.0 97.33 na A04T 25.0 97.37 na A05T 25.0 97.93 na A06T 25.0 97.99 na A07T 25.0 98.02 na A08T 25.0 98.04 na A09T 25.0 98.08 na A10T 25.0 98.13 na Al 1T 25.0 98.19 na Al2T 25.0 98.28 na Al 3T 25.0 98.33 na A14T 25.0 98.37 na Al 5T 25.0 98.44 na A16T 25.0 98.49 na Al 7T 25.0 98.53 na B01T 25.0 95.53 na B02T 25.0 96.02 na B03T - 25.0 96.38 na -B04T 25.0 96.66 na - B05T 25.0 96.83 na 606T 25.0 97.02 na B07T 25.0 - 97.16 na B08T" .25.0- _. 97:26 na B09T .. 25.0 97:34.. ._. na 1310T 25.0 97.4 na B11T 25.0 97.44 na B12T 25.0 97:47 na B13T 25.0 97.49 na B14T 25.0 97.49 na 112 25.0 96.28 na 111 25.0 96.39 na 110 25.0 96.49 na 109 25.0 96.63 na 108 25.0 96.75 na 107 25.0 96.9 na 117 25.0 96.58 na 116 25.0 96.66 na 115 25.0 96.73 na 114 25.0 96.83 na Comouter Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087 'Flow Summary - Standard James E. Cooper, P.E. Page 5 REMOTE AREA#5 Date 060808 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 113 25.0 96.93 na AB1 25.0 97.95 na AB2 25.0 98.25 na A133 25.0 98.41 na B01 24.0 95.79 na B02 24.0 96.33 na B03 24.0 96.72 na -- B04 24.0 97.03 na B05 24.0 97.23 na B06 24.0 97.42 na B07 24.0 97.57 na BOB 24.0 97.66 - na B09 24.0 97.75 na B10 24.0 97.81 na B11 24.0 97.85 - na B12 24.0 -- 97.88 - na - B13 24.0 97.89-- na 106 25.0 95.88-- na 105 25.0 96.02 na 104 25.0 96.16 na 103 25.0 96.34. na 102 25.0 96.51 na 101 25.0 _. _... - _ ._ 96.72-- na A01 24.0 97.85 na A02 24.0 97.85 na A03 24.0 97.86 na -- A04 24.0 97.88--- na -" A05 24.0 98.4 na A06 24.0 98.43 na A07 24.0 98.46 na A08 24.0 98.5 na A09 24.0 -"" 98.54 na A10 24.0 98.59 na A11 24.0 98.65 na Al2 24.0 98.71 na A13 24.0 98.78 na A14 24.0 98.83 na A15 24.0 98.88 na A16 24.0 98.94 na A17 24.0 _ 99.0 na TOR5 12.0 _.. 107.53 na BOR5 4.0 _;111.15.._. na PO 2.0 112.16 na PI 2.0 -42.38 na _. PI2 4.0 - . 41.54--- na FLG = 2.0 . -- - - _.. 42.52- na =y BOR 1.0 __46.98.- na. 500.0 The maximum velocity is 32.14 and it occurs in the pipe between nodes 505 and F01 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams James E. Cooper, P.E. Page 6 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" . or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln, Total Pf Pn 1 516 63.38 1.442 1T 7.432 15.167 62.766 K Factor=8.00 to 120 1 L 2.477 9.909 0.433 F04 63.38 0.2334 0:0 25.076 :_ 5.853 Vel = 12.45 0.0 63.38 -___. .. 69.052 _ K Factor= 7.63 511 25.76 1.442 0.0 10.500 10.365 = K Factor=8.00 to 120 0.0 0.0 0.0 512 25.76 0.0441 0.0 10.500 0.463 Vel = 5.06 512 26.32 1.442 0.0 10.000 10.828 K Factor=8.00 - to 120 0.0 0.0 0.0 -- 513 52:08 0:1623 - 0.0 10.000 -- 1.623 - - Vel= 10.23 513 28.23 1.442 0.0 10.000 12.451 K Factor= 8.00 to 120 0.0 0.0 0.0 514 80.31 0.3616 0.0 10.000 - 3.616 Vel = 15.78 514 32.07 1.442 0.0 10.00. 0 16.067 K Factor=8.00 to 120 0.0 0.0 0.0 515 112.38 0.6734 0.0 10.000 6.734 Vel= 22.08 515 38.20 1.442 1T 7.432 22.667 22.801 K Factor=8.00 to 120 1 L 2.477 9.909 3.681 F03 150.58 1.1570 - 0.0 32.576 37.691 - Vel= 29.58 0.0 150.58 64.173 K Factor= 18.80 506 25.20 1.442 0:0 10.500 9.922 K Factor= 8.00 to 120 0.0 0.0 0.0 507 25.2 0.0424 0.0 10.500 0.445 Vel= 4.95 507 25.76 1.442 0.0 10.000 10.367 K Factor= 8.00 to .120 0.0 0.0 0.0 508 50.96 0.1559 0.0 10.000 1.559 Vel= 10.01 508 27.63 1.442 b.0 10.000 11.926 K Factor= 8.00 to 120.. _. . 0.0 _ 0.0 0.0 509 78.59 0.3475 0.0 10.000 3.475 Vel= 15.44 509 31.39. _ 1.442 0.0 10.000= 15.401 K Factor=8.00 to -- 120 - - 0.0-- 0.0 0.0 - - 510 109.98 -0.6470- - .0:0. 10.000-- 6.470 Vel= 21.61 510 37.42 1.442 1 T 7.432 22.667 21.871 K Factor=8.00 to 120 1L 2.477 9.909- 3.681 F02 147.4 1.1122 - 0.0 32.576 36.232 - Vel= 28.96 0.0 147.40 61.784 K Factor= 18.75 501 28.03 1.442 0.0 10.500 12.278 K Factor= 8.00 to .120 0.0 0.0 0.0 502 28.03 0.0516 0.0 10.500 0.542 Vel= 5.51 502 28.65 1.442 0.0 10.000 12.820 K Factor= 8.00 to 120 0.0 0.0 0.0 503 56.68 0.1898 0.0 10.000 1.898 Vel= 11.13 503 30.69 1.442 0.0 10.000 14.718 K Factor= 8.00 to 120 0.0 0.0 0.0 504 87.37 0.4227 0.0 10.000 4.227 Vel= 17.16 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Standard James E. Cooper, P.E. Page 7 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""•**** Notes "*`"'• Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 504 34,82 1.442 0.0 10.000 18.945 K Factor= 8.00 to 120 0.0 0.0 0.0 505 - 122,19 ...-.0.7861 0.0 10.000 7.861 Vel = 24.00 505 41.42 1.442 IT 7.432 15:167 26.806 X Factor= 8.00 to 120 -- - 1L 2.477 9.909 0.433 F01 163.61 1.3491 0.0 25.076 33.829 Vel = 32.14 F01 " 0.0 2.635 0.0 10.000 61.068 to 120 0.0 0.0 0.0 F02 163.61 0.0716 0.0 10.000 0.716 Vel = 9.63 F02 147.39 2.635 -0.0 1067 _ 61.784 to 120 0.0 0.0 0.0 F03 311.0 0.2350 0.0 10.167 2.389 Vel = 18.30 F03. -.._ 150.58 . 2.635 0.0 - -.. . 10.000 -- 64.173 to 120 0.0 0.0 0.0 F04 461.58 0.4879 0.0 10.000 4.879 Vel = 27.16 F04 63.38 2.635 IT 16.474 8.750 69.052 to 120 0.0 16.474 0.0 F05 524.96 0.6190 0.0--. 25.224 15.613 Vel = 30.89 F05 0.0 3.26 1T 20.159 43.708 84.665 to 120-- 2L 13.44 33.599 -5.847 B01 524.96 0.2195 0.0 77.307 16.972 Vel = 20.18 0.0 - 524.96 - -- -_ 95.790 - K Factor= 53.64_. A01T 75.31 3.26 IT 20.159 1:521 97.247 to 120 1L 6.72 "26:879 0.433 A01 75.31 0.0061 0.0 28.400 0.172 Vel = 2.89 0.0 75.31 97.852 K Factor= 7.61 A02T 64.02 3.26 IT 20.159 1:521 - 97.294 to -120 -1.L 6.72 26.879 0.433 A02 64.02 0.0045 0.0 28.400 0.127 -Vel = 2.46 0.0 64.02 _._. 97.854 :_-" _.;.,. K Factor= 6.47 A03T 54.72 126 IT 20.159 - 1.521- - - 97.335 to 120 1L 6.72 26.879 0.433 .72 "0.0 -- -. 0.0- 28.400 0.095 Vel 2.10 0.0 54.72 - 97.863 K Factor= 5.53 A04T 46.75 3.26 IT 20.159 1.521 97.375 to 120 1 L 6.72 26.879 0.433 A04 46.75 0.0025 0.0 28.400 0.071 Vel = 1.80 0.0 46.75 97.879 K Factor= 4.73 A05T 30.83 3.26 IT 20.159 1.521 97.933 to 120 1L 6.72 26.879 0.433 A05 30.83 0.0012 0.0 28.400 0.033 Vel = 1.19 0.0 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 rinal Calculations - Standard James E. Cooper, P.E. Page 8 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 30.83 98.399 K Factor= 3.11 A06T 13.31 3.26 IT 20.159 1.521 97.989 -- to 120 1L 6.72 26.879 0.433 A06..-. 13.31 .. 0.0002 . 0.0 28.400. 0.007 . Vel= 0.51 0.0 13.31 98.429 - K Factor= 1.34 A07T 17.31 3.26 1 T 20.159 1.521 98.018 to 120 1 L 6.72 26.879 0.433 A07 17.31 0.0004 . 0.0 28.400 0.011 Vel = 0.67 0.0 -_ 17.31 _ 98.462 K Factor= 1.74 A08T 27.27 3.26 IT 20.159 1.521 98.040 - -_ to - - 120. - __ 1 L.- 6.72. 26.879 ._ 0.433 _ A08__ 27.27 0.0009 - 0.0. 28.400 0.026 Vel = 1.05 0.0 - -- -- --- - ...---- ------- ---- ----- --- --- __ 27.27 -- 98.499 - K Factor= 2.75 A09T 26.41 _3.26 -IT 20.159 . 1.521 98.084 to 120 1 L 6.72 26.879 - 0.433 41 - .400 0.025 Vel= A09 26. 0.0009 0.0 - 28 a 1.02 0.0 26.41 98.542 K Factor= 2.66 Al OT 26.39 3.26 IT 20.159 1.521 98.134 to 120 IL 6.72 -- 26.879 0.433*--'-"-:---- -- A10 26.39 0.0009 0.0 28.400 0.025 Vel = 1.01 26.39 98.592 K Factor= 2.66 A11 T 25.72 3.26 IT 20.159 1.521 98.192 to 120 1L 6.72- 26.879 0.433... All 25.72 0.0008 0.0 28.400 0.023 - Vel = 0.99 0.0 25.72 = 98.648 . _ K Factor= 2.59 Al2T 9.76 3.26 _ .. 1 20.159_.. . 1.521_ _" 98.275 to 120 1 L -.6.72-- 26.879 0.433 Al2' 9.76 0.0001- - 0.0 28.400 .0.004 Vel = 0.38 = 9.76 :.k_, 98.712 :, K Factor= 0.98 - Al 3T 18.63 3.26 1T 20.159 1.521 98.333 to 120 1 L 6.72 26.879 0.433 A13 18.63 0.0005 0.0 28.400 0.013 Vel= 0.72 0.0 18.63 98.779 K Factor= 1.87 A14T 27.63 3.26 IT 20.159 1.521 98.368 to 120 1 L 6.72 26.879 0.433 A14 27.63 0.00.10 0.0 28.400 0.027 Vel = 1.06 0.0 27.63 98.828 K Factor= 2.78 Al 5T 11.72 3.26 1T 20.159 1.521 98.443 to 120 1 L 6.72 26.879 0.433 A15 11.72 0.0002 0.0 28.400 0.006 Vel = 0.45 Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 r Final Calculations - Standard James E. Cooper, P.E. Page 9 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 11.72 98.882 K Factor= 1.18 A16T 18.76 3.26 1T 20.159---- 1.521 98.492 to 120 IL 6.72 -- 26.879 0.433 A16 - -- 18.76 0.0005- 0.0 28.400 0.013 - Vel = 0.72 0.0 18.76 98.938 K Factor= 1.89 Al 7T 30.42 3.26 1 T 20.159 1.521 98.530 to - 120 1L . 6.72- 26.879 0.433 A17 30.42 0.0011 0.0 28.400 0.032 Vel = 1.17 0.0 30.42 98.995 K Factor= 3.06 B01 T- -75.31 3.26. 1 T 20.159-' 1.375 95.528 - to 120 1 L '6.72 :- 26.879 0.433 _B01-. - --7.5.31 -0.0061 - 0.0 28.254 -0.171 -- - -Vel = 2.89- - - 0.0 -75.31 95.790 K Factor= -7.69 B02T -64.02 3.26 1T -20.1-59- 1.375' 96.021 to 120 .1L 6.7.2- : 26.879 0.433 - B02 -64.02 - -0.0045 0.0 28.254 -0.126 Vel = 2.46 0.0 -64.02 96.328 K Factor= -6"52 B03T -54.72 3.26 1T 20.159 1.375 96.383 to 120 1 L 6.72 26.879 0.433 B03 -54.72 -0.0034 0.0 28.254 -0.095 Vel = 2.10 0.0 -54.72 96.721 K Factor= -5.56 B04T -46.75 3.26 1T 20.159 1.375 96.664 to 120 -1 L 6.72 26.879 0.433 -B04 -46.75 -0.0025 0.0 28.254 -0.071 Vel = 1.80 0.0 -46.75 - - 97.026 K Factor= -4.75 B05T. 730.83 3.26 AT 20.159 1.375 -: 96.833 to - 120 IL 6.72 26.879 0.433 B05 -30.83 -0.0011 0.0 28.254 -0.032 " --Vel = 1.19 0.0 _ -30.83 97.234 K Factor= -3.13 B06T -30.62 3.26 1T 20.159 1.375 97.019 to 120 IL 6.72 26.879 0.433 B06 -30.62 -0.0012 - 0.0 28.254 -0.033 Vel = 1.18 0.0 -30.62 97.419 K Factor= -3.10 B07T -27.27 3.26 1T 20.159 1.375 97.159 to 120 1L 6.72 26.879 0.433 B07 -27.27 -0.0009 0.0 28.254 -0.026 Vel = 1.05 0.0 - -27.27 97.566 K Factor= -2.76 r, Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 10 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ff Eqv. Ln. Total Pf Pn B08T -26.41 3.26 1T 20.159 1.375 97.256 to 120 1L . 6.72 26.879 0.433 B08 -26.41 -0.0009.- 0.0 28.254 -0.025 Vel = 1.02 0.0 -26.41 -- 97.664 K Factor= -2.67 B09T -26.39 3.26 1 T 20.159 1.375 97.338 to 120 1 L 6.72 26.879 0.433 1309 -26.39 -0.0008 0.0 28.254 -0.024 Vel = 1.01 0.0 -26.39 - 97.747 - K Factor= -2.67 B 10T -25.72 3.26 1T 20.159 1.375 -- 97.401 to 120 1L 6.72 26.879 0.433 B10 . -25.72. -0.0008. - 0.0 28.254 _ -0.023 Vel = 0.99 0.0 _ -25.72 _ ._ __ 97.811. __ _ K Factor= -2.60 B 11 T -28.39 3.26 1T 20.159 1.375 97.445 to 120 IL 6.72 26.879 0.433 Bill -28.39 -0.0010.- 0.0 28.254 -0.028 Vel = 1.09 0.0 -28.39 - 97.850 K Factor= -2.87 B12T -27.63 3.26 1T 20.159 1.375 97.470 to 120 - 1 L 6.72 26.879 0.433 612 -27.63- -0.0010 0.0 28.254 -0.027 Vel= 1.06 0.0 -27.63 97.876 K Factor= -2.79 B1 3T -30.49 3.26 1T 20.159 1.375 97.489 to 120 1 L 6.72 26.879 0.433.--- B13 -30.49 -0.0011 0.0 28.254 -0.032 Vel= 1.17 0.0 -30.49 97.890 = - -- K Factor= -3.08 B14T -30.42 3.26 1T 20.159 1.375 97.492 to _: 120 :_= 1 L 6.72 26.879 0.0 . . . B14 -30.42 0.0011 0.0 28.254 -0.032 = Vel = 1.17 0.0 -30.42 .97.460 K Factor= -3.08 B02T 64.02 2.635 - 1T. 16.474 3.917 96.021 to 120 0.0 16.474 0.0 112 64.02 0.0127-- 0.0 20.391 0.258 Vel = 3.77 112 0.0 2.635 0.0 8.750 96.279 to 120 0.0 0.0 0.0 111 64.02 0.0126 0.0 8.750 0.110 Vel = 3.77 111 0.0 2.635 0.0 8.000 96.389 to 120 0.0 0.0 0.0 110 64.02 0.0126 0.0 8.000 0.101 Vel= 3.77 110 0.0 2.635 0.0 10.750 96.490 to 120 0.0 0.0 0.0 109 64.02 0.0127 0.0 10.750 0.136 Vel = 3.77 Comouter Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 11 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 109. 0.0 2.635 0.0 9.750 96.626 to 120 0.0 0.0 0.0 108 64.02 0.0126 0.0 9.750 0.123 Vel = 3.77 108 0.0 2.635 0:0 12.250 96.749 to 120 0.0 0.0 0.0 = 107 64.02 0.0127 0.0 12.250 0.155 Vel = 3.77 107, 0.0 2.635 IT 16.474 14.458 96.904 to 120 0.0 16.474 0.0 A02T 64.02 0.0126 0.0 30.932 0.390 Vet = 3.77 0.0 64.02 97.294 K Factor= -6.49 B03T 54.72 2.635 1T 16.474 3.917 96.383 to 120 0.0 16.474 0.0 117 _ 54.72 0.0094 0.'0 20.391 0.192 Vel = "3.22 117 0.0 2.635 _0.0 8.750 .96.575 to 120 0.0 0.0 -- 0.0 116 54.72 0.0095 0.0 8.750 0.083 Vel = ,3.22 116 0.0- 2.635 0.0- - 8.000 96.658 to 120 0.0 0.0 0.0 115 54.72 0.0094 0.0 - 8.000 0.075 Vel = 3.22 115 0.0 2.635 0.0 10.750 96.733 to 120 0.0 0.0 0.0 114- -.-- 54.72- 0.0095 = 0.0 10.750 - 0.102 Vel = 3.22 114 0.0 2.635 0.0 9.750 96.835 to 120 0.0 0.0 0.0 113 54.72 0.0094 0.0 9.750 0.092 Vel = 3.22 113 0.0 2.635 IT 16.474 26.708 96.927 to 120 0.0 16.474 0.0 A03T 54.72 0.0094 0.0 43.182 0.408 Vel = 3.22 0.0 54.72 97.335 K Factor= 5.55 B04T 46.75 . 2.635 .. 2T 32.948 67.875 96.664 to 120 0.0-- 32.948- 0.0 - A04T 46.75 - 0.0071- 0.0 100.823 0.711 Vel = 2.75 0.0 46.75 - 97.375 -. :K Factor= 4.74 _ B05T 30.83 2.635 2T 32.948 292.960 96.833 to 120 2L 10.983 43.931 0.0 A05T 30.83 0.0033 0.0 336.891 1.100 Vel = 1.81 0.0 30.83 97.933 K Factor= 3.12 AB1 13.31 2.635 IT 16.474 41.420 97.946 to 120 1L 5.491 21.965 0.0 A06T 13.31 0.0007 0.0 63.385 0.043 Vel = 0.78 0.0 13.31 97.989 K Factor= 1.34 B06T 30.62 2.635 2T 32.948 254.542 97.019 to 120 0.0 32.948 0.0 AB1 30.62 0.0032 0.0 287.490 0.927 Vel = 1.80 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 12 REMOTE AREA# 5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AB1 -13.31 2.635 1T 16.474 42.420 97.946 to 120 1L 5.491 21.965 0.0 A07T 17.31- 0.0011 0.0 64.385 _-_ 0.072 Vel = 1.02 0.0 17.31 :98.018 K Factor= 1.75 B07T 27.27 2.635 2T 32.948 294.500 97.159 to 120 2L 10.983 43.931 0.0 A08T 27.27 0.0026 0.0 338.431 0.881 Vel = 1.60 0.0 27.27 - 98.040 K Factor= 2.75 _ 808T 26.41 2.635 2T 32.948. 293.750 97.256 to 120 2L 10.983 43.931 0.0 A09T 26.41 0.0025 0.0 337.681 0.828 Vel = 1.55 0.0 _ _ 26.41 98.084 K Factor= 2.67 B09T 26.39 2.635 '2T - 32.948 292.000 97.338 to 120 0.0 32.948 0.0 -Al OT _ 26.39-- . 0.0024 0.0 324.948 - 0.796 Vel = 1.55 0.0 26.39 -98.134 K Factor= 2.66 B10T 25.72 2.635 . 2T 32.948.. 294.500_ 97.401 to 120 - - -21L 10.983 43.931 0.0 A11 T 25.72 0.0023 0.0 338.431 0.791 Vel = -1.51 0.0 25.72 98.192 K Factor= 2.60 AB2 9.76 2.635 1 L 5.491 41.000 98.251 -- to 120 1T 16.474 21.965 0.0 - Al2T 9.76 0.0004 0.0 62.965 0.024 Vel = 0.57 0.0 . 9.76 98.275 K Factor= 0.98 61.1 T .. 28.39 ` 21.635 2T 32.948 254.542 -97.445 to 120 0.0 32.948 0.0 AB2 28.39 0.0028 0:0 287.490 0.806 Vel = 1.67 AB2 -9.76 2.635 1T 16.474 42:000 - 98.251 to 120 1 L 5.491 21.965 . 0.0 _A1 3T 18.63_' 0.0013 0.0 63.965 - 0.082 Vel = .110 0.0 18.63 98.333 K Factor= 1.88 B12T 27.63 2.635 2T 32.948 292.500 97.470 to 120 2L 10.983 43.931 0.0 A14T 27.63 0.0027 0.0 336.431 0.898 Vel = 1.63 0.0 27.63 98.368 K Factor= 2.79 A133 11.72 2.635 1 L 5.491 41.000 98.409 to 120 1 T 16.474 21.965 0.0 A15T 11.72 0.0005 0.0 62.965 0.034 Vel = 0.69 0.0 !- Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Standard James E. Cooper, P.E. Page 13 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11.72 98.443 K Factor= 1.18 B13T 30.49 2.635 2T 32.948 254.542 97.489 to 120 0.0 32.948 0.0 AB3 30.49 0.0032 0.0 287.490 0.920 Vel = 1.79 AB3 - -11.73 2.635 1 T 16:474 - 42.000 - 98.409 to 120 1L 5.491 21.965 0.0 A16T 18.76 0.0013 0.0. 63.965 0.083 Vel = 1.10 0.0 18.76 98.492 K Factor= 1.89 BO - 449.65 4.26 O.D 12.000 95.790 to 120 0:0 0.0 0.0 B02 449.65 0.0448 0.0 12.000 0.538 Vel = 10.12 B02 -64.02 4.26 0.0 11.660 96.328 to 120 0.0 0.0 0.0 B03 385.63 0.0337 0.0 11.660 0.393 - Vel = 8.68 B03 -54.73 4.26 0.0 11000 96.721 to 120 0.0 0.0 0.0 B04 330.9 0.0254 - 0.0 12.000 0.305 Vel = 7.45 B04 _-46.75 4.26 0.0 10.830 97.026 to - 120 .0.0 0.0 0.0 B05 284.15 0.0192 0.0 10.830 0.208 Vel = 6.40 B05 -- ..---30.82 4.26 0.0 12.000 - 97.234 to - 120 0.0 0.0 = 0.0 B06 253.33 0.0154 0.0 12.000 0.185 Vel = 5.70 B06 -30.62 4.26 0.0 , 12.000 97.419 to 120 0.0 0.0 0.0 B07 222.71 0.0122 0.0 12.000 0.147 Vel = 5.01 B07 -27.27 4.26 0.0 10.250 97.566 to 120 0.0 0.0 0.0 B08 195.44 0.0096 0.0 --10.250 _ _.- 0.098 Vel = 4.40 B08 .-26.41 4.26 0.0 11.250 97.664 to 120 0.0 0.0 0.0 B09 =169.03 0.0074 0.0 =,11:250 0.083 = Vel = 3.80 - B09 -26.39 4:26 0.0 12.000 97.747 to 120 0.0 0.0 0.0 610 - --142.64 0.0053 0.0 12.000 0.064 VeI = 3.21 B10 -25.72 4.26 0:0 10.500 97.811 to 120 0.0 0.0 0.0 B11 116.92 0.0037 0.0 10.500 0.039 Vel = 2.63 B11 -28.38 4.26 0.0 12.000 97.850 to 120 0.0 0.0 0.0 B12 88.54 0.0022 0.0 12.000 0.026 Vel = 1.99 B12 -27.63 4.26 0.0 12.000 97.876 to 120 0.0 0.0 0.0 613 60.91 0.0012 0.0 12.000 0.014 Vel = 1.37 _ B13 -30.49 4.26 0.0 12.000 97.890 to 120 0.0 0.0 -0.433 B14 30.42 0.0002 0.0 12.000 0.003 Vel = 0.68 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Standard James E. Cooper, P.E. Page 14 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 30.42 97.460 K Factor= 3.08 B14T 30.42 2.635 2T 32.948 292.750 97.492 - to 120 0.0 32.948 0.0 A17T 30.42 0.0032- . 0.0-.---- 325.698 1.038 - Vel= 1.79 = 0.0 30.42 98.530 K Factor= 3.06 801T 75.31 2.635 1T 16.474 3.917 95.528 to 120 0.0 16.474 0.0 106 -- 75.31 0.0171 0.0 20:391 0.348 Vel= 4.43 106 0.0 2.635 0.0 8.750 95.876 to 120 0.0 0.0 0.0 105 75.31 _ 0.0170 0.0 8.750 0.149 Vel= 4.43 105 0.0 2.635 0.0. 8.000 96.025 to 120 0.0 0.0 0.0 104 75.31 0.0170 0.0 8.000 0.136 - Vel= 4.43 104 0.0 2.635 0.0 10.750 96.161 to 120 -0.0 0.0 0.0 - 103 75.31 - 0.0170 0.0 10.750 0.183 Vel= 4.43 -- 103 0.0 2.635 0.0 9.750 96.344 to 120 0.0 0.0 0.0 102 75.31 - 0.0171 0.0 9.750-- 0.167 - Vel= 4.43 102 0.0- - 2.635 0.0- 12.250 96.511 to 120 0.0 0:0 0.0 101 75:31 0.0171 - 0.0 12.250 0.209 Val = 4.43 101 0.0 2.635 1 T 16.474 14.458 .96.720 to 120 --- 0.0 16.474 0.0 A01 T 75.31 0.0170 0.0 30.932 0.527 Vel= 4.43 0.0 75.31 - 97.247 K Factor= 7.64 A01 75.31 6.357 0.0 12:000 97.852 to 120 0.0 0.0 0.0 A02 75.31---- 0.0002 .0.0.- -12'000'-- 0.002 Vel 0.76: A02 - 64.02 6.357 0.0' 11.660 97.854 to 120 0.0 0.0 0.0 A03 139.33 ==,.0.0008. 0.0- 11..660 0.009 . Vel= 1.41-- A03 54.73 6.357 0.0 12.000 97.863 to 120 0.0 0.0 0.0 A04 194.06 0.0013 0.0 12.000 0.016 Vel= 1.96 A04 46.74 6.357 2L 22.632 236.410 97.879 to 120 0.0 22.632 0.0 A05 240.8 0.0020 0.0 259.042 0.520 Vel = 2.43 _ A05 30.83 6.357 0.0 12.000 98.399 to 120 0.0 0.0 0.0 A06 271.63 0.0025 0.0 12.000 0.030 Vel = 2.75 A06 13.31 6.357 0.0 12.000 98.429 to 120 0.0 0.0 0.0 A07 284.94 0.0028 0.0 12.000 0.033 Vel = 2.88 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard James E. Cooper, P.E. Page 15 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn A07 17.31 6.357 0.0 12.000 98.462 to 120 0.0 0.0 0.0 A08 - 302.25 0.0031 0.0 .---_..__. 12.000 0.037 Vel = 3.06 A08 27.27 6.357 0.0 - 12.000 98.499 to 120 0.0 -_ 0:0 0.0 A09 329.52 0.0036 0.0- 12.000 0.043 Vel = 3.33 A09 26.41 6.357 0.0 12.000--- 98.542 to 120 0.0 0.0 0.0 A10 355.93 0.0042 0.0 12.000 0.050 Vel = 3.60 A10 26.39 6.357 0.0 12.000 98.592 to- 120 0.0 0.0 0.0 All 382.32 0.0047 0.0 12.000 0.056 Vel = 3.86 All 25.72 6.357 _ _ 0.0 12.000 _._ . 98.648 to 120 0.0 0.0 0.0 Al2 408.04 0.0053 0.0 12.000 0.064 - Vel = 4.12 Al2 9.75 6.357 0.0 12.000 98.712 to 120 0.0 0.0 0.0 A13 417.79 0.0056 0.0 12.000 0.067 Vel= 4.22 _A13 , _ 18.63 6.357 0.0 -- -- 8.000 98.779 to - 120 0.0 = 0.0 0.0 A14 436.42 0.0061 0.0 8.000 0.049 Vel= 4.41 A14 .. -. ---27.63,:,- 6.357- - 0.0 8:000 98.828 to - - - - _. ---.-. .. -120. .-. 0.0 0.0 0.0 A15 464.05 0.0068 0.0 8.000 0.054 Vel = 4.69 A15 11.73 6.357 0.0 8.000- 98.882 to 120 0.0 0.0 0.0 A16 475.78 - 0.0070 0.0 8.000 0.056 Vel= 4.81 A16 18:76 6.357 0.0 7.500 98.938 to 120 0.0 0.0 0.0 A17 494.54- .: 0.0076 0.0 7.500 0.057 - Vel= 5.00 A17 30.42 6.357 10L 113.16.. _= 280.000 98.995 to 120 0.0 113.160 5.197 TOR5 524.96 - 0.0085 -0.0--- U:393.160 3.339 _ Vel-'= 5.31 TOR5 0.0 8.249 .: 1T 41.108 8.000 107.531 to 120 1 B 14.094 .. _ 55.202 3.465 BOR5- 524...96 --0.0024 0.0- 63.202 . 0:151 - Vel= 3.15 BOR5 0.0 10.42 1 B 22.99 17.000 111.147 to 120 IS 66.551 _ 169.402 0.866 PO 524.96 0.0008 1L 19.36 186.402 0.143 Vel= 1.98 IT 60.501 0.0 524.96 112.156 K Factor= 49.57 System Demand Pressure 112.156 Safety Margin 13.868 Continuation Pressure 126.024 Pressure @ Pump Outlet 126.024 Pressure From Pump Curare -83.645 Pressure @ Pump Inlet 42.379 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Standard James E. Cooper, P.E. Page 16 REMOTE AREA#5 Date 060808 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****"'* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn PI 0.0 10.42 1G 6.05 5.000 42.379 to 120 IL 19.36 25.410 -0.866 P12 524.96 0.0008 0.0 30.410 0.023 Vel = 1.98 P12 0.0 10.42 —51- 96.801 50.000 41.536 to- - 120 - 0.0 96.801 0.866 FLG 524.96 0.0008 0.0 146.801 0.113 Vel= 1.98 FLG 0.0 9.79 _ :3L' - 42.867 15.000 42.515 to 120 1Zaf 0.0 42.867 4.408 * Fixed loss= 3.975 BOR 524.96 0.0010 0.0 57.867_ 0.060 Vel= 2.24 --500.00 Qa= 500.00 1024.96 - - 46.983 K Factor= 149.53 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087