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HomeMy WebLinkAbout6200 AVENIDA ENCINAS; ; AS050230; PermitCity of Carlsbad Sprinkler Permit Permit No: AS050230 6200 AVENIDA Job Address: ENCINAS Permit Type: SPRINK Parcel No: Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 11/15/2005 Approved: 1/6/2006 Issued: 1/6/2006 Inspector: Project Title: ENCINAS WASTEWATER OPERATIONS FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: Owner: PRO-TECH FIRE PROTECTION SYSTEMS CORP SUITE G 179 ROYMAR RD. OCEANSIDE, CA 760-722-2455 Fees ($) Add'l Fees ($) Total ($) Balance ($) 1,875 0 1,875 160 Carlsbad Municipal Water District Potable Water Discharge Event Report 01 02^ Date: 27 Ocr o.3 - Location: 62oo ,I(JE E/)C/I4Jf4S Reason for Discharge Event: Z p Type of Event: Initial Dewatering Water Mains _____ Estimated Discharge Flow: YO 0 Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Start Time /6 -30 End Time Pre-Dechiorination Residual: /, 7 Post-Dechlorination Residual: 0 (less than 0.1 mg/L) pH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by: C. 7)1 1112 Comments: sr,r,c IQL-S 7 f) Submitted by: O5 Reviewd by: & Pro=TechT. Fire Protection Systems Corp. AS os-o iso AS0501SI Enemas Water Pollution Control Facility Overhead Fire Sprinkler Material Submittal and Hydraulic Calculations Delta 1 FILE COPY 3/ 2'V200 U rotechon De & Consulting (ry OF CARLSBAD [ ARE DEPARTMENT V i. APPROVED Suect to fid inspection and required No Exptiqns U With Comments notations hereon, conditions In 4 noondence and conformance with noble regulations. The stamping __________ oe plansAhau not be held to permit :Øle1viaiation of any law. Date ______ __ 10 A APTh1 179 Roymar Road, Suite G • Oceanside, CA 92054 • Phone (760) 722-2455 • Fax (760) 722-2456 • License # C16-709152 TABLE OF CONTENTS MATERIAL SUBMITTALS ITEM # DESCRIPTION MODEL # MFG 1 Sidewall Extended Coverage CHEC Tyco HYDRAULIC CALCULATIONS Item # Description Remote Area 2 Operations Facility Second Floor 1 3 Operations Facility North West Board Room 2 4 1 Operations Facility High Roof 3 5 Maintenance Facility Gallery Corridor 6 0 [I tqCJ7 /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Model CHEC - 8.0 K-factor Concealed Horizontal Extended Coverage Quick Response Light Hazard, Sidewall Sprinklers General Description The 8.0 K-factor, Model CHEC (Con- cealed Horizontal Extended Cover- age), Quick Response Light Hazard, Sidewall Sprinklers are decorative, 3 mm bulb type sprinklers featuring a unique cover plate designed to con- ceal the sprinkler. It is the best choice for architecturally sensitive areas such as dormitories, hotel rooms, reception areas, office buildings, banquet facili- ties, conference rooms, and hospitals. The soft contour of the cover plate optimizes a low profile while blending in with surrounding surfaces. The plate, while maintaining a fast re- sponse sensitivity has been specifi- cally designed without vent holes to increase its aesthetic appeal while helping to avoid objects from being hung from the sprinkler (i.e., garment bags, clothes hangers, etc.) that might otherwise cause an inadvertent opera- tion. They are designed for installation along a wall or the side of a beam and beneath a smooth and level ceiling. Horizontal sidewall sprinklers are com- monly used in lieu of pendent or up- right sprinklers because of aesthetics or building construction considera- tions where piping across the ceiling is not desirable. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 They are intended for use in automatic sprinkler systems designed in accord- ance with standard installation rules (e.g., NFPA 13) for light hazard occu- pancies. The fast response thermal sensitivity rating of the Model CHEC Sprinklers provides for a quick re- sponse extended coverage rating up to a 16 ft. x 22 ft. coverage area. Each unit includes a Cover Plate As- sembly that conceals the sprinkler op- erating components. The separable two-piece design of the Cover Plate and Support Cup Assemblies allows installation of the sprinklers and pres- sure testing of the fire protection sys- tem prior to the installation of the wall or application of a finish coating. Also, the separable "push-on and thread-off two-piece design of the the Sprinkler provides for 1/2 inch (12,7 mm) of horizontal adjustment. The Model CHEC Sprinklers are shipped with a Protective Cap. The Protective Cap is temporarily removed for installation, and it must be replaced to help protect the sprinkler while the wall is being plastered, wallpapered, or painted. When the wall installation is complete the Protective Cap must be removed and the Cover Plate Assem- bly installed. The Protective Cap must be removed to ensure proper perform- ance of the sprinklers. WARNINGS The Model CHEC (Concealed Hori- zontal Extended Coverage), Quick Response Light Hazard, Sidewall Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the per- formance of these devices. The owner is responsible for maintain- ing their fire protection system and de- APRIL, 2004 vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number TY4332 - ECLH HSW, 8.0K, 3/4"NPT TFP265 Page 2of6 TFP265 SUPPORT CUP RETAINER COVER PLATE COVER WITH ROLL FORMED FRAME DEFLECTOR WITH THREAD EJECTION PLATE THREADS DIMPLES SPRING WRENCH FLATS \ 3/4' NFl TOP II------ - --- ____ \ "-- - COMPRESSION SCREW BULB BUTTON SEALING DISPOSABLE PUSH INTO ASSEMBLY BUTTON SPRINKLER SUPPORT CUP EJECTION STRAP (SEE UNTIL RETAINER SOLDER SPRING INSTALLATION FLANGE IS FLUSH TABS (3) SECTION) WITH MOUNTING SURFACE SPRINKLER/SUPPORT CUP COVER PLATE/RETAINER ASSEMBLY ASSEMBLY FIGURE 1 MODEL CHEC (CONCEALED HORIZONTAL EXTENDED COVERAGE) QUICK RESPONSE LIGHT HAZARD SIDEWALL SPRINKLER (Shown with Disposable Sprinkler Strap) Technical Data Approvals UL and C-UL Listed. NYC Approved under MEA 177-03-E. (The listings apply only to the service conditions indicated in the Design Cri- teria section.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 8.0 GPM/psi112 (115,2 LPM/barll2) Temperature Ratings 135°F/570C Sprinkler with 135017/570C Cover Plate 155°F/68°C Sprinkler with 135017/570C Cover Plate Adjustment 1/2 inch (12,7 mm) Finish Cover Plate: Bright White or Chrome Plated. (Custom colors other than white are available on special re- quest.) Physical Characteristics Frame .............Bronze Button ........Bronze/Copper Button Spring . . . . Stainless Steel Sealing Assembly ........... Beryllium Nickel w/Teflont Bulb, 3 mm Diameter .....Glass Deflector ............Brass Compression Screw .....Bronze Support Cup ..........Steel Retainer ............Brass Cover Plate ..........Brass Cover Plate Ejection Spring ..... Stainless Steel Patents Patents are pending. Operation When exposed to heat from a fire, the Cover Plate, which is soldered to the Retainer at three points, falls away to expose the Sprinkler Assembly. The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, activating the sprinkler and allowing water to flow. 0 TFP265 Page 3 of 6 SPRINKLER MANUFACTURER COVER PLATE SUPPORT CUP PRESET GAP RETAINER ASSEMBLY 5/32 (4,0 mm) ASSEMBLY TOP OF DEFLECTOR 7/16 I (11,1mm) 2-3/8 to 2-5/8' DIA. I \ \ \ \ \I - \ (84,1 16 DIA. mm) __ 3-5/'(60,3 to 66,7 mm) I _j_- I WRENCH FLATS CENTERLINE OF SPRINKLER WATERWAY 1/2'(12,7 mm) — V///X V THREADED RETAINER ADJUSTMENT I FLANGE FACE OF MOUNTING SPRINKLER SURFACE FITTING 1-3/4" __j••___ (44,5 mm) 14,3 mm) 7/8'tol-3/8" L 1-11/16k (22,2 to 34,9 mm) (42,9 mm) SIDE VIEW FIGURE 2 MODEL CHEC (CONCEALED HORIZONTAL EXTENDED COVERAGE) QUICK RESPONSE LIGHT HAZARD SIDEWALL SPRINKLER - INSTALLATION DIMENSIONS - Design Criteria The Model CHEC Sprinklers are UL and C-UL Listed for use in light hazard occupancies, using the design criteria in Table A, in addition to the require- ments specified in the current NFPA 13 for extended coverage sidewall sprin- klers. The Model CHEC Sprinklers are only listed and approved with the Model CHEC Cover Plates having a factory applied finish. Installation The Model CHEC Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A leak tight 3/4 inch NPTsprinklerjoint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.Ibs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT connections. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impair- ment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler Assembly by under- or over-tightening the Sprinkler/Support Cup Assembly. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed with its centerline perpen- dicular to the back wall and parallel to the ceiling. The word "TOP" on the de- flector is to face towards the ceiling. Step 2. Remove the Protective Cap. NOTE Do not remove the Sprinkler Strap (Fig. 1) until the sprinkler system is to be placed in service. Step 3. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 4. Wrench tighten the sprinkler using only the W-Type 7 Wrench (Ref. S Page 4of6 TFP265 Response Coverage Minimum Minimum Deflector- Sprinkler Lateral Rating Area(1), Flow(2), Pressure(2), To-Ceiling Temperature Minimum Ft. x Ft. (m x m) GPM (LPM) PSI (BAR) Distance(3), In. (mm) Rating, °F Spaclng(4), Ft. (m) Quick 16x 14(4,9x4,3) 26(98) 10.6 (0,73) 4t0 12 (100 to 300) 135 or 155 10(3,1) Quick 16 x 16(4,9 x 4,9) 26(98) 10.6 (0,73) 4 to 12 (100 to 300) 135 or 155 10(3,1) Quick 16 x 18(4,9 x 5,5) 29(110) 13.1 (0,90) 4 to 12 (100 to 300) 135 10(3,1) Quick 16 x 20(4,9 x 6,1) 36(136) 20.3 (1,40) 4 to 12 (100 to 300) 135 10(3,1) Quick 16 x 22 (4,9x 6,7) 36(136) 20.3(1,40) 4 to 12 (100 to 300) 135 10(3,1) NOTES Backwall (where sprinkler is located) by sidewall (length of throw). Requirement is based on minimum flow in GPM from each sprinkler. The indicated residual pressures are based on the nominal K-factor. The centerline of the sprinkler waterway is located 7/16 inch (11,1 mm) below the deflector (Ref. Figure 2). Minimum spacing is for lateral distance between sprinklers located along a single wall. Otherwise adjacent sprinklers (i.e., sidewall sprinklers on an adjacent wall, on an opposite wall, or pendent sprinklers) must be located outside of the maximum listed protection area of the extended coverage sidewall sprinkler being utilized. TABLE A UL AND C-UL LISTING COVERAGE AND FLOW RATE CRITERIA WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 SPRINKLER WRENCH Figure 3). The wrench recess of the W-Type 7 Wrench is to be applied to the Sprinkler Wrench Flats shown in Figures 1 and 2. Step 5. Replace the Protective Cap (Ref. Figure 4) by pushing it inwards until it bottoms out against the Support Cup. The Protective Cap helps prevent damage to the Sprinkler to help protect the sprinkler while the wall is being plastered, wallpapered, or painted. NOTE As long as the Sprinkler Strap (Fig. 1) or the Protective Cap (Fig. 4) remains in place, the system is considered to be "Out of Service". Step 6. After the wall has been com- pleted with the nominal 2-1/2 inch (63,5 mm) diameter mounting hole and in preparation for installing the Cover Plate Assembly, remove and discard the Protective Cap and the Sprinkler Strap. If the Sprinkler has been dam- aged in any way including accidental over spray from finishing the wall, re- place the entire Sprinkler/Support Cup Assembly. NOTE Refer to Technical Data Sheet TFP 700 regarding instructions for the removal of the Sprinkler Strap. Step 7. Push the Cover Plate/Re- tainer Assembly into the Support Cup, and as necessary, make the final ad- justment of the Cover Plate with re- TFP265 Page 5 of 6 S IF- spect to the wall by turning the Cover Plate/Retainer Assembly clockwise until its flange just comes in contact with the wall. If it becomes necessary to remove the Cover Plate, it can be removed by un- screwing in a counter-clockwise direc- tion. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer As- sembly cannot be engaged sufficiently to contact the wall, the Sprinkler Fitting must be repositioned. Care and Maintenance The Model CHEC Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES When properly installed, there is a nominal 5/32 inch (4,0 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper opera- tion of the sprinkler. If the wall is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does NOT seal off any of the air gap. Factory painted Cover Plates MUST NOT be repainted. They should be re- placed, if necessary, by factory painted units. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). If a sprinkler must be removed, do not reinstall it or a replacement without reinstalling the Cover Plate Assembly. If a Cover Plate Assembly becomes dislodged during service, replace it im- mediately. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and property installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability. Sprinkler Assembly: Specify: (Specify temperature), Model CHEC Sidewall Sprinkler, P/N (specify). 135°F/57*C ...............PIN 51-396-1-135 155°F/68°C ...............PIN 51-396-1-155 Separately Ordered Cover Plate: Specify: 135017/570C Model CHEC Cover Plate Assembly with Specify Finish, P/N (specify). Bright White...............P/N 56-396-4-135 Chrome ..................P/N 56-396-9-135 White (RAL 9010). ......... P/N 56-396-3-135 Custom ..................P/N 56-396-X-135 * Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 6 of 6 TFP265 [I1 1~ TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 HYDRAULIC CALCULATIONS for Operations Facility - 2nd FIr Lab 6200 Avenida Encinas Carlsbad, CA 92009 Contract No. 05-0213-2 Date February 27, 2006 N:\Encina WasteWater - Carlsbad - 05-0213-2\Hydraulic Calculations\(1)Submittal\05-0213-2_EncinaWW_(1)OPS_.2ndlfr-R1 .hcp Design Data: Remote Area Location Occupancy Classification Mix. Ord Haz I, Light Haz Density 0.15 gpm/sq.ft Remote Area Size 1500.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 5.60 No. of Sprinkler Calculated 17 In-Rack Demand 0.0 gpm Source Hose Demand 100.0 gpm Total Water Including Hose 424.1 gpm Name of Contractor Pro-Tech Fire Protection Name of Designer J. Van Kolken Address 179 Roymar Road, Suite G,Oceanside, CA 92054 Authority Having Jurisdiction Santa Ana Fire Dept. 10% Reduction in available water pressure was taken out prior to calculation. n OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:38 PM Encinas Waste Water Page: 2 GENERAL RESULTS Total Water Including Hose 424.1 gpm Additional Allowances 0.0 gpm Discharge from Sprinklers 324.1 gpm Source Hose Demand 100.0 gpm Average Imbalance 0.003 gpm Maximum Imbalance 0.1 gpm Maximum Velocity @ Pipe: cml . 19.1 ft/s Maximum Fr. Loss @ Pipe: bll 0.318 psi/ft Average Density 0.22 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 150 Static Pressure 81.0 psi Residual Pressure 68.4 psi Flow 1300.0 gpm Hose Allowance 100.0 gpm Available Pressure 79.4 psi Required Pressure 70.7 psi Safety Factor 11.0%, 8.7 psi Water Flowing 324.1 gpm OmniCADD Hydraulic Calculation Software v. 2.3 - -- March 17, 2006 01V1 Encinas Water . Page; Water Curves for Sic; 150 0 200 400 500 600 700 800 900 1000 1100 1200 1300 90 p11-_1T 11 80 70 70 60 60 50 50 PSI 40 40 30 20 10 0 200 400 500 600 700 800 900 1000 1100 1200 1300 GPM Curve Values - X psi t gpm Supply Curve with Hose @ Src:150 D 80.9 @0 - E; 79.4 © 324.1 - F; 68.4 © 1200 Demand Curve @ Src:150 13.3 @0 - G : 70.7 @324.1 OmniCADD Hydraulic Calculation Software v. 2.3 . FLO•AGRAM 234 248 285 287 247 313 r 350 244 302 5 288 293 303 304 88 189 233 245 264 280 941 6 246 29 190 17 305 191 232 50 237 184 306 54 255 I87i 832897 351 169258 150 206 March 17, 2006 01:38 PM Encinas Waste Water Page: 4 NODES # Type Value Elevation X V I Res. Pres. pisch age ft ft ft psi gpm 150 Src [...J -5.0 724.1 839.1 70.7 100.0 166 Head 5.60 25.0 820.8 987.1 14.4 21.3 167 Head 5.60 25.0 812.8 987.1 13.7 20.7 168 Head 5.60 25.0 802.8 987.1 13.2 20.4 169 Head 5.60 25.0 794.8 987.1 13.1 20.3 173 Head 5.60 25.0 797.9 978.7 10.1 17.8 174 Head 5.60 25.0 812.8 977.1 10.6 18.2 175 Head 5.60 25.0 804.5 977.1 10.3 18.0 176 Head 5.60 24.6 820.8 975.3 12.0 19.4 177 Head 5.60 25.0 812.8 974.3 11.1 18.7 181 Head 5.60 25.0 840.0 965.6 13.2 20.4 182 Head 5.60 25.0 828.0 965.6 11.2 18.8 183 Head 5.60 25.0 816.0 965.6 10.3 18.0 184 Head 5.60 25.0 804.0 965.6 10.0 17.7 188 Head 5.60 25.0 840.0 957.6 13.1 20.3 189 Head 5.60 25.0 828.0 957.6 11.1 18.7 190 Head 5.60 25.0 816.0 957.6 10.2 17.9 191 Head 5.60 25.0 804.0 957.6 10.0 17.7 206 FPLD 12.0 3.0 732.6 880.1 54.6 - 232 Node - 11.5 857.9 1001.1 40.2 - 233 Node - 24.8 857.6 1001.1 33.8 - 234 Node - 25.6 934.4 1000.3 35.6 - 235 Node - 25.6 881.9 1000.3 34.0 - 236 Node - 25.6 846.1 997.1 29.2 - 237 Node - 25.6 839.8 997.1 27.8 - 244 Node - 24.8 881.9 996.6 34.1 - 245 Node - 24.8 857.6 996.6 33.4 - 246 Node - 24.8 846.1 996.6 30.5 - 247 Node - 10.5 935.3 993.5 43.5 - 248 Node - 25.6 934.4 993.5 36.2 - 249 Node - 11.5 859.1 992.1 41.3 - 250 Node - 11.5 857.9 992.1 41.0 - 251 Node - 9.6 944.6 990.6 47.3 - 252 Node - 10.5 935.3 990.6 43.8 - 253 Node - 9.6 935.3 990.6 44.6 - 254 Node - 9.6 859.1 990.6 42.5 - 255 Node - 25.6 820.8 987.1 14.6 - 256 Node - 25.6 812.8 987.1 13.8 - 257 Node - 25.6 802.8 987.1 13.3 - 258 Node - 25.6 794.8 987.1 13.2 - 264 Node - 25.6 839.8 985.7 20.7 - 265 Node - 25.6 820.8 985.7 15.5 - 266 Node - 25.6 812.8 985.7 14.7 - 267 Node - 25.6 802.8 985.7 14.2 - 268 Node - 25.6 794.8 985.7 14.1 - 272 Node - 25.6 797.9 978.7 10.1 - 273 Node - 25.6 812.8 977.1 10.6 - 274 Node - 25.6 804.5 977.1 10.4 - 279 Node - 25.6 .820.8 975.3 11.9 - 280 Node - 25.6 839.8 974.3 19.0 - 281 Node - 25.6 820.8 974.3 12.6 - 282 Node - 25.6 812.8 974.3 11.5 - 283 Node - 25.6 804.5 974.3 11.2 - 284 Node - 25.6 797.9 974.3 11.1 - 285 Node - 9.6 949.7 973.3 48.5 - 286 Node - 2.0 949.7 973.3 53.4 - 287 Node - 9.6 944.6 973.3 48.0 - 288 Node - 25.6 843.6 971.1 18.1 - 289 Node - 25.6 839.8 971.1 18.8 - 290 Node - 2.0 949.7 970.3 53.8 - 291 Node - -5.0 949.7 970.3 56.9 - 293 Node - 25.6 843.6 965.6 17.3 - 294 Node - 25.6 840.0 965.6 13.7 - 295 Node - 25.6 828.0 965.6 11.6 - 296 Node - 25.6 816.0 965.6 10.6 - 297 Node - 25.6 804.0 965.6 10.4 - 302 Node - 25.6 843.6 957.6 17.1 - 303 Node - 25.6 840.0 957.6 13.6 - 304 Node - 25.6 828.0 957.6 11.5 - 305 Node - 25.6 816.0 957.6 10.5 - 306 Node - 25.6 804.0 957.6 10.3 - 313 Node - -5.0 949.7 929.6 57.1 - 344 Node - -5.0 1784.1 880.1 57.8 1 - OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:38 PM Encinas Waste Water Page: 5 NODES # Type Value Elevation Y Res. Pres. I Discharge ft - ft ft psi - 345 Node - 3.0 735.1 880.1 54.6 - 346 Node - -5.0 735.1 880.1 58.0 - 347 Node - 3.0 730.1 880.1 66.7 - 348 Node - -5.0 730.1 880.1 70.3 - 349 Node - -5.0 724.1 880.1 70.4 - 350 Node - -5.0 893.2 873.0 57.4 - 351 Node - -5.0 791.2 873.0 57.7 - S OmniCADD Hydraulic Calculation Software v. 2.3 I March 17, 2006 01:38 PM Encinas Waste Water Page: 6 PIPES Start/End Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type t # -n------ - Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length JiiI ft gpm ft/ssdl ______ ________ ft psi/ft psi gpm 255 Node 25.6 14.6 -Sch40 1 0.6 0.146 0.379 Pres.Vel.Loss rSSprig 21.3 7.9 Up/Drop 166 Head 5.60 25.0 14.4 21.3 120 1.000 2.0 0.260 E 1.049 2.6 0.420 sd2 256 Node - 25.6 13.8 - Sch40 1 0.6 0.139 0.361 20.7 7.7 Sprig Up/Drop 167 Head 5.60 25.0 13.7 20.7 120 1.000 2.0 0.260 E 1.049 2.6 0.398 sd3 257 Node 25.6 13.3 - Sch40 1 0.6 0.135 0.350 20.4 7.6 Sprig Up/Drop 168 Head 5.60 25.0 13.2 20.4 120 1.000 2.0 0.260 E 1.049 2.6 0.385 sd4 258 Node - 25.6 13.2 - Sch40 1 0.6 0.134 0.347 20.3 7.5 Sprig Up/Drop 169 Head 5.60 25.0 13.1 20.3 120 1.000 2.0 0.260 E 1.049 2.6 0.382 sd5 272 Node - 25.6 10.1 - Sch40 1 0.6 0.105 0.273 17.8 6.6 Sprig Up/Drop 173 Head 5.60 25.0 10.1 17.8 120 1.000 2.0 0.260 E 1.049 2.6 0.294 sd6 273 Node . 25.6 10.6 - Sch40 1 0.6 0.110 0.286 18.2 6.8 Sprig Up/Drop 174 Head 5.60 25.0 10.6 18.2 120 1.000 2.0 0.260 E 1.049 2.6 0.309 sd7 2741 Node . 25.6 10.4 - Sch40 1 0.6 0.107 0.278 18.0 6.7 Sprig Up/Drop 175 Head 5.60 25.0 10.3 18.0 120 1.000 2.0 0.260 E 1.049 2.6 0.300 1 sd8 279 Node . 25.6 11.9 - Sch40 1 1.0 0.123 0.368 19.4 7.2 Sprig Up/Drop 176 Head 5.60 24.6 12.0 19.4 120 1.000 2.0 0.433 E 1.049 3.0 0.348 sd9 282 Node - 25.6 11.5 - Sch40 I 0.6 0.115 0.642 18.7 6.9 Sprig Up/Drop 177 Head 5.60 25.0 11.1 18.7 120 1.000 5.0 0.260 T 1.049 5.6 0.323 sd10 294 Node . 25.6 13.7 - - Sch40 1 0.6 0.135 0.754 20.4 7.6 Sprig Up/Drop 181 Head 5.60 25.0 13.2 20.4 120 1.000 5.0 0.260 __ T 1.049 5.6 0.385 dli 295 Node - 25.6 11.6 - Sch40 1 0.6 0.116 0.647 18.8 7.0 Sprig Up/Drop 182 Head 5.60 25.0 11.2 18.8 120 1.000 5.0 0.260 T 1.049 5.6 0.326 sd12 296 Node . 25.6 10.6 - Sch40 1 0.6 0.107 0.598 18.0 6.7 Sprig Up/Drop 183 Head 5.60 25.0 10.3 18.0 120 1.000 5.0 0.260 _______ T 1.049 5.6 0.299 sd13 297 Node - 25.6 - 10.4 - Sch40 1 0.6 0.104 0.584 17.7 6.6 Sprig Up/Drop 184 Head 5.60 25.0 10.0 17.7 120 1.000 5.0 0.260 T 1.049 5.6 0.292 sd14 303 Node • 25.6 13.6 - Sch40 1 0.6 0.134 0.748 20.3 7.5 Sprig Up/Drop 188 Head 5.60 25.0 13.1 20.3 120 1.000 5.0 0.260 T 1.049 5.6 0.382 sd15 3041 Node - 25.6 11.5 - Sch40 1 0.6 0.115 0.642 18.7 6.9 Sprig Up/Drop 189 Head 5.60 25.0 11.1 18.7 120 1.000 5.0 0.260 __ T 1.049 5.6 0.324 sd16 305 Node - 25.6 10.5 - Sch40 1 0.6 0.106 0.593 17.9 6.6 Sprig Up/Drop 190 Head 5.60 25.0 10.2 17.9 120 1.000 5.0 0.260 _________ T 1.049 5.6 0.297 ë 25.6 10.3 - - Sch40 1 0.6 0.104 0.580 17.7 6.6 Sprig Up/Drop 191 Head 5.60 25.0 10.0 17.7 120 1.000 5.0 0.260 __ T 1.049 5.6 0.290 -6 Fl- 294 Node - 25.6 13.7 - Schl0 1-1/4 3.7 0.318 3.523 -74.8 14.7 Branch Line 293 Node - 25.6 17.3 - 120 T 1.250 1.442 7.4 11.1 0.000 1.455 b12 295 Node 25.6 11.6 - Sch10 1-1/4 12.0 0.177 2.117 -54.5 10.7 Branch Line 294 Node - 25.6 13.7 - 120 1.250 0.0 0.000 - 1.442 12.0 0.771 b13 296 Node - 25.6 10.6 - Schlo 1-1/4 12.0 0.081 0.969 -35.7 7.0 Branch Line 295 Node - 25.6 11.6 - 120 1.250 0.0 0.000 - 1.442 12.0 0.331 bi 297 Node - 25.6 10.4 - Schlo 1-1/4 12.0 0.022 0.266 -17.7 3.5 Branch Line 296 Node - 25.6 10.6 - 120 1.250 0.0 0.000 - 1.442 12.0 0.082 5 Node 25.6 - 13.6 - Sch10 1-114 3.7 0.316 3.498 -74.6 14.6 Branch Line 1 303 302 Node - 25.6 17.1 - 120 1.250 7.4 0.000 T 1.442 11.1 1.444 1 1516 304 Node 25.6 11.5 1 - Schlo 1-1/4 12.0 0.175 2.101 -54.3 10.7 Branch Line 303 Node - 25.6 13.6 - 120 1.250 0.0 0.000 - 1.442 12.0 1 0.765 OmniCADD Hydraulic Calculation Software v. 2.3 L March 17, 2006 01:38 PM Encirias Waste Water Page: 7 PIPES Start/End Nodes Material Size Length Pres. Fr. Loss - # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length Pres.Vet.Loss _______ -- ft psi gp_ ft psi/ft L_ !_ b17 305 Node 25.6 10.5 - Sch10 ________ 1-1/4 12.0 0.080 0.962 -35.6 7.0 Branch Line 304 Node 25.6 11.5 - 120 1.250 0.0 0.000 1.442 12.0 0.329 b18 3061 Node . 25.6 10.3 - Sch10 1-1/4 12.0 0.022 0.264 -17.7 3.5 Branch Line 3051 Node 25.6 10.5 - 120 1.250 0.0 0.000 - 1.442 12.0 0.081 b19 264 Node 25.6 20.7 - Sch10 1-1/2 19.0 0.181 5.208 82.6 11.9 Branch Line 265 Node 25.6 15.5 - 120 1.500 9.9 0.000 T 1 1.682 28.9 0.958 bllO 266 Node 25.6 14.7 - Sch1O 1-1/2 8.0 0.104 0.831 -61.4 8.9 Branch Line 265 Node 25.6 15.5 - 120 1.500 0.0 0.000 - 1.682 8.0 0.528 bIll 267 Node 25.6 14.2 - Schlo 1-1/2 10.0 0.049 0.485 -40.6 5.9 Branch Line 266 Node 25.6 14.7 - 120 1.500 0.0 0.000 - 1.682 10.0 0.232 b112 267 Node 25.6 14.2 - Schlo 1-1/2 8.0 0.013 0.107 20.3 2.9 Branch Line 268 Node 25.6 14.1 - 120 1.500 0.0 0.000 - 1.682 8.0 0.058 b113 280 Node - 25.6 19.0 - Sch10 1-1/2 19.0 0.221 6.366 92.1 13.3 Branch Line 281 Node . 25.6 12.6 - 120 1.500 9.9 0.000 T 1.682 28.9 1.190 1 b114 282 Node - 25.6 11.5 - Sch10 1-1/2 8.0 0.143 1.138 -72.7 10.5 Branch Line 281 Node - 25.6 12.6 - 120 1.500 0.0 0.000 - 1.682 8.0 0.742 b115 283 Node - 25.6 11.2 - Sch10 1-1/2 8.2 0.038 0.316 -358 5.2 Branch Line 282 Node - 25.6 11.5 - 120 1.500 0.0 0.000 - 1.682 8.2 0.180 b116 284 Node - 25.6 11.1 - Sch10 1-1/2 6.7 0.011 0.070 -17.8 2.6 Branch Line 283 Node - 25.6 11.2 - 120 1.500 0.0 0.000 - 1.682 6.7 0.045 b117 265 Node - 25.6 15.5 - Sch40 1 1.4 0.146 0.927 21.3 7.9 Branch Line 255 Node - 25.6 14.6 - 120 1.000 5.0 0.000 _ T 1.049 6.4 0.420 b118 266 Node - 25.6 14.7 - Sch40 1 1.4 0.139 0.881 20.7 7.7 Branch Line 256 Node - 25.6 13.8 - 120 1.000 5.0 0.000 T 1.049 6.4 0.398 b119 267 Node - 25.6 14.2 - Sch40 1 1.4 0.135 0.854 20.4 7.6 Branch Line 257 Node - 25.6 13.3 - 120 1.000 5.0 0.000 T 1.049 6.4 0.385 b120 268 Node - 25.6 14.1 - Sch40 1 1.4 0.134 0.848 20.3 7.5 Branch Line 258 Node - 25.6 13.2 - 120 1.000 5.0 0.000 T 1.049 1 6.4 0.382 b121 284 Node - 25.6 11.1 - Sch40 1 4.3 0.105 0.980 17.8 6.6 Branch Line 272 Node - 25.6 10.1 - 120 1.000 5.0 0.000 T 1.049 9.3 0.294 b122 282 Node - 25.6 11.5 - Sch40 1 2.8 0.110 0.851 18.2 - 6.8 Branch Line 273 Node - 25.6 10.6 - 120 1.000 5.0 0.000 T 1.049 7.8 0.309 b123 283 Node - 25.6 11.2 - Sch40 1 2.8 0.107 0.830 18.0 6.7 Branch Line 274 Node - 25.6 10.4 - 120 1.000 5.0 0.000 T 1.049 7.8 0.300 281 Node - 25.6 12.6 - Sch40 1 1.0 0.123 0.736 19.4 7.2 Branch Line 279 Node - 25.6 11.9 - 120 1.000 5.0 0.000 T 1 1.049 6.0 0.348 cmi 264 Node 25.6 20.7 - Sch10 2-1/2 11.4 0.255 7.065 - -324.1 19.1 Cross Main 237 Node - 25.6 27.8 - 120 2.500 16.5 0.000 T 2.635 27.8 2.447 1 c 2 280 Node - 25.6 19.0 - Sch10 2-1/2 11.4 0.148 1.678 -241.5 14.2 Cross Main 264 Node - 25.6 20.7 - 120 2.500 0.0 0.000 - 2.635 11.4 1.359 cm3 289 Node - 25.6 18.8 - Sch10 2-112 3.2 0.061 0.194 -149.4 8.8 Cross Main 280 Node - 25.6 19.0 - 120 2.500 0.0 0.000 - 2.635 3.2 0.520 cm4 289 25.6 18.8 - Schlo 2-1/2 3.8 0.061 0.730 149.4 8.8 Cross Main ' 288 Node - 25.6 18.1 - 120 2.500 8.2 0.000 E 2.635 12.1 0.520 cm5 293 Node- 25.6 17.3 -. Sch10 2-1/2 5.5 0.061 0.832 -149.4 8.8 Cross Main 288 Node - 25.6 18.1 - 120 2.500 8.2 0.000 ________ E 1 2.635 13.7 0.520 OmniCADD Hydraulic Calculation Software v. 2.3 I 4 March 17, 2006 01:38 PM Encinas Waste Water Page: 8 PIPES Start/End Nodes - ----- Material Size Length Pres.Fr.Loss # HWC Fittings Nom.Diam. lnt.Diam. Eq.Length Total Length Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge ! ft _psi _ _gpm It _Psi/ft _psi ft/s cm6 302 Node - 25.6 17.1 - SchlO 2-1/2 8.0 0.017 0.134 -74.6 4.4 Cross Main 293 Node - 25.6 17.3 - 120 2.500 0.0 0.000 2.635 8.0 0.129 fml 232 Node 11.5 40.2 - SchlO 3 13.3 0.029 0.644 173.9 6.7 Feed Main 233 Node 24.8 33.8 - 120 3.000 9.4 5.737 E 3.260 22.7 0.301 1 fm2 250 Node - 11.5 41.0 - SchlO 3 9.0 0.029 0.828 173.9 6.7 Feed Main 232 Node - 11.5 40.2 - 120 3.000 20.2 0.000 T 3.260 29.2 0.301 fm3 245 Node - 24.8 33.4 - SchlO 3 4.5 0.029 0.394 -173.9 6.7 Feed Main 233 Node - 24.8 33.8 - 120 3.000 9.4 0.000 E 3.260 13.9 0.301 fm4 235 Node 25.6 34.0 - SchlO 3 52.5 0.022 1.577 -150.3 5.8 Feed Main 234 Node - 25.6 35.6 - 120 3.000 20.2 0.000 T 3.260 72.7 0.225 fm5 248 Node - 25.6 36.2 - SchlO 3 6.8 0.022 0.585 150.3 5.8 Feed Main 234 Node - 25.6 35.6 - 120 3.000 20.2 0.000 1 3.260 27.0 0.225 fm6 244 Node - 24.8 34.1 - SchlO 3 3.8 0.022 0.286 -150.3 5.8 Feed Main 235 Node - 25.6 34.0 - 120 3.000 9.4 0.379 E 3.260 13.2 0.225 1 .fm7 237 Node - 25.6 27.8 - SchlO 3 6.3 0.090 1.415 -324.1 12.5 Feed Main 236 Node - 25.6 29.2 - 120 3.000 9.4 0.000 __ E 3.260 15.7 1.045 fm8 246 Node - 24.8 30.5 - SchlO 3 1.0 0.090 0.935 324.1 12.5 Feed Main 236 Node - 25.6 29.2 - 120 3.000 9.4 0.368 __ E 3.260 10.4 1.045 fm9 245 Node - 24.8 33.4 - SchlO 3 24.3 0.022 0.732 -150.3 5.8 Feed Main 244 Node - 24.8 34.1 - 120 3.000 9.4 0.000 E 3.260 33.7 0.225 fml0 246 Node 24.8 30.5 - SchlO 3 11.4 0.090 2.842 -324.1 12.5 Feed Main 245 Node 24.8 33.4 - 120 3.000 20.2 0.000 __ T 3.260 31.6 1.045 ll 1''12 248 Node - 25.6 36.2 - Schlo 3 15.2 0.022 0.766 -150.3 5.8 Feed Main 247 Node - 10.5 43.5 - 120 3.000 20.2 6.549 __T 3.260 35.3 0.225 252 Node e - 10.5 43.8 - SchlO 3 2.9 0.022 0.266 150.3 5.8 Feed Main 247 Node - 10.5 43.5 - 120 3.000 9.4 0.000 E 3.260 12.3 0.225 fml3 250 Node - 11.5 41.0 - SchlO 3 1.3 0.029 0.303 -173.9 6.7 Feed Main 249 Node - 11.5 41.3 - 120 3.000 9.4 0.000 _______ __ E 3.260 10.7 0.301 fml4 254 Node - 9.6 42.5 - SchlO 3 2.4 0.029 0.335 173.9 6.7 Feed Main 249 Node - 11.5 41.3 - 120 3.000 9.4 0.812 E 3.260 11.8 0.301 fml5 253 Node - 9.6 44.6 - SchlO 3 0.9 0.022 0.457 150.3 5.8 Feed Main 252 Node - 10.5 43.8 - 120 3.000 20.2 0.379 __ T 3.260 21.0 0.225 ppl 253 Node - 9.6 44.6 - SchlO 3 9.3 0.090 2.654 -324.1 12.5 Pipe 251 Node - 9.6 47.3 - 120 3.000 20.2 0.000 __ T 3.260 29.5 1.045 pp2 254 Node - 9.6 42.5 - SchlO 3 76.2 0.029 2.165 -173.9 6.7 Pipe 253 Node - 9.6 44.6 - 120 3.000 0.0 0.000 - 3.260 76.2 1 0.301 287 Node - 9.6 48.0 - SchlO 4 17.3 0.025 0.746 324.1 7.3 Pipe 251 Node - 9.6 47.3 - 120 4.000 13.2 0.000 E 4.260 30.5 0.358 pp4 286 Node - 2.0 53.4 - SchlO 4 7.6 0.025 1.603 324.1 7.3 Pipe 285 Node - 9.6 48.5 - 120 4.000 57.9 3.302 __ EBS 4.260 65.6 0.358 pp5 287 Node - 9.6 48.0 - SchlO 4 5.1 0.025 0.447 -324.1 7.3 Pipe 285 Node - 9.6 48.5 - 120 4.000 13.2 0.000 _____ E 4.260 18.3 0.358 290 Node - 2.0 53.8 - SchlO 4 3.0 0.025 0.395 324.1 7.3 Pipe ' 286 Node - 2.0 53.4 - 120 4.000 13.2 0.000 u~+l50 E 4.260 16.2 0.358 Src [...] -5.0 70.7 100.0 C-900 6 41.0 0.003 0.274 324.1 3.7 Underground 349 Node - -5.0 70.4 - 150 6.000 45.6 0.000 TG 5.955 86.6 1 1 0.094 1 OmniCADD Hydraulic Calculation Software v. 2.3 L March 17, 2006 01:38 PM Encinas Waste Water Page: 9 PIPES - Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - ---- - - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeI.Loss !_ ft pi gpL ______ ________ ft psi/ft _psi pm _ft/s up2 313 Node - -5.0 57.1 - C-900 6 40.7 0.003 0.160 324.1 3.7 Underground 291 Node - -5.0 56.9 - 150 6.000 9.7 0.000 F 5.955 50.4 0.094 up3 350 Node - -5.0 57.4 - C-900 6 80.0 0.003 0.284 324.1 3.7 Underground 313 Node -5.0 57.1 - 150 6.000 9.7 0.000 __ F 5.955 89.7 0.094 up4 346 Node - -5.0 58.0 - C-gaO 6 49.0 0.003 0.216 324.1 3.7 Underground 344 Node -5.0 57.8 - 150 6.000 19.4 0.000 E 5.955 68.3 0.094 upS 351 Node - -5.0 57.7 - C-900 6 10.0 0.003 0.062 -324.1 3.7 Underground 344 Node - -5.0 57.8 - 150 6.000 9.7 0.000 __ F 5.955 19.7 0.094 up6 348 Node - -5.0 70.3 - C-gao 6 6.0 0.003 0.150 -324.1 3.7 Underground 349 Node - -5.0 70.4 - 150 6.000 41.5 0.000 T 5.955 47.4 0.094 up7 351 Node - -5.0 57.7 - 6 102.0 0.003 0.354 324.1 3.7 Underground 350 Node - -5.0 57.4 - 150 6.000 9.7 0.000 F 5.955 111.7 0.094 up8 206 FPLD 12.0 3.0 54.6 - Ductile 6 2.5 0.004 0.010 324.2 3.4 Underground 345 Node - 3.0 54.6 - 120 6.000 0.0 0.000 - 6.220 2.5 0.079 1 up9 347 Node - 3.0 66.7 - Ductile 6 2.5 0.003 0.069 324.1 3.4 Underground 206 FPLD 12.0 3.0 54.6 - 140 6.000 21.1 0.000 ________ E 6.220 23.6 0.079 uplO 291 Node - -5.0 56.9 - Ductile 6 .7.0 0.003 0.082 324.1 3.4 Underground 290 Node - 2.0 53.8 - 140 6.000 21.1 3.031 E 6.220 28.1 0.079 upli 345 Node - 3.0 54.6 - Ductile 6 8.0 0.003 0.085 324.1 3.4 Underground 346 Node - -5.0 58.0 - 140 6.000 21.1 3.464 __ E 6.220 29.1 0.079 upl2 348 Node - -5.0 70.3 - Ductile 8.0 0.003 0.085 324.1 3.4 Underground 347 Node - 3.0 66.7 - 140 6.000 21.1 3.464 ,_ ________ E 6.220 29.1 0.079 S OmniCADD Hydraulic Calculation Software v. 2.3 HYDRAULIC CALCULATIONS for Operations Facility - Board Room 6200 Avenida Encinas Carlsbad, CA 92009 Contract No. 05-0213-2 Date February 27, 2006 N:\Encina WasteWater - Carlsbad - 05-021 3-2\Hydraulic Calculations\(1)Submittal\05-0213-2 EncinaWW(1)OPS Brd Rm-R2.hcp Design Data: Remote Area Location 2. Occupancy Classification Light Hazard Density 0.10 gpm/sq.ft Remote Area Size 1100.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 5.60 No. of Sprinkler Calculated 11 In-Rack Demand 0.0 gpm Source Hose Demand 100.0 gpm Total Water Including Hose 289.2 gpm Name of Contractor Pro-Tech Fire Protection Name of Designer J. Van Kolken Address 179 Roymar Road, Suite G,Oceanside, CA 92054 Authority Having Jurisdiction Santa Ana Fire Dept. 10% Reduction in available water pressure was taken out prior to calculation. Design Area Reduction for QR Sprinklers was used in this area. Max. ceiling height is 16-0' OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:41 PM Encinas Waste Water Page: 2 GENERAL RESULTS 289.2 gpm 0.0 gpm 189.2 gpm 100.0 gpm 0.007 gpm 0.1 gpm 17.9 ft/s 0.661 psi/ft 0.17 gpm/sq.ft Total Water including Hose S Additional Allowances Discharge from Sprinklers Source Hose Demand Average Imbalance Maximum Imbalance Maximum Velocity @ Pipe: bil Maximum Fr. Loss @ Pipe: bil Average Density Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 150 Static Pressure Residual Pressure Flow Hose Allowance Available Pressure Required Pressure Safety Factor Water Flowing S 81.0 psi 68.4 psi 1300.0 gpm 100.0 gpm 80.2 psi 79.3 psi 1.2%, 0.9 psi 189.2 gpm OmniCADD Hydraulic Calculation Software v. 2.3 200601M Encinase Water • Page: Water Curves for Src: 150 0 200 400 500 600 700 800 900 1000 1100 1200 1300 90 IG 80 70 60 50 40 30 - - - -- - -- 20 0 0 200 400 500 600 700 800 900 1000 1100 GPM March 1 90 80 70 60 50 PSI 40 30 20 10 0 1200 1300 r Curve 11 Values - X: psi © gpm Supply Curve with Hose @ Src: 150 D :80.9 @0 - E : 80.2 © 189.2 - F :68.4 © 1200 L_ Demand Curve @ Src: 150 13.3 ©0 -G :79.3 ©189.2 OmniCADD Hydraulic Calculation Software v. 2.3 S -J LL 0 FLOAGRAM 343 342 351 205 338 344 337 202 3 341 33 340 204 336 332 199 328 318 201 311 327 196 323 339 331 3&17 1 319 203 198 330 200 33 326 312310 1 197 325 95 308 329 322 324 321 309 307 March 17,2006,01:41 PM Encinas Waste Water Page: 4 NODES _Type Value j Elevation X Y Res. Pres. Discharge Ift It ft psi gp 150 Src [...] -5.0 724.1 839.1 79.3 100.0 195 Head 5.60 13.7 839.7 922.0 12.2 19.5 196 Head 5.60 16.0 825.7 922.0 12.2 19.6 197 Head 5.60 12.6 849.5 915.0 10.5 18.1 198 Head 5.60 13.7 839.7 910.0 10.1 17.8 199 Head 5.60 16.0 825.7 910.0 10.2 17.8 200 Head 5.60 12.6 849.5 905.0 7.4 15.2 201 Head 5.60 13.7 839.7 898.0 9.1 16.9 202 Head 5.60 16.0 825.7 898.0 9.2 17.0 203 Head 5.60 12.6 849.5 897.0 7.0 14.8 204 Head 5.60 14.1 839.9 891.0 8.2 16.1 205 Head 5.60 16.5 825.8 891.0 8.5 16.3 206 FPLD 12.0 3.0 732.6 880.1 63.6 - 232 Node - 11.5 857.9 1001.1 55.9 - 233 Node - 24.8 857.6 1001.1 50.0 - 234 Node - 25.6 934.4 1000.3 50.4 - 235 Node - 25.6 881.9 1000.3 49.8 - 236 Node - 25.6 846.1 997.1 48.0 - 237 Node - 25.6 839.8 997.1 47.5 - 244 Node - 24.8 881.9 996.6 50.1 - 245 Node - 24.8 857.6 996.6 49.8 - 246 Node - 24.8 846.1 996.6 48.8 - 247 Node - 10.5 935.3 993.5 57.4 - 248 Node - 25.6 934.4 993.5 50.6 - 249 Node - 11.5 859.1 992.1 56.3 - 250 Node - 11.5 857.9 992.1 56.2 - 251 Node - 9.6 944.6 990.6 59.1 - 252 Node - 10.5 935.3 990.6 57.5 - 253 Node - 9.6 935.3 990.6 58.1 - 254 Node - 9.6 859.1 990.6 57.3 285 Node - 9.6 949.7 973.3 59.5 - 286 Node - 2.0 949.7 973.3 63.4 - 287 Node - 9.6 944.6 973.3 59.3 - 288 Node - 25.6 843.6 971.1 42.4 - 289 Node - 25.6 839.8 971.1 43.5 - 290 Node - 2.0 949.7 970.3 63.6 - 291 Node - -5.0 949.7 970.3 66.6 - 307 Node - 9.5 843.6 950.6 43.6 - 308 Node -. 25.6 843.6 950.5 39.7 - 309 Node - 9.5 843.6 931.6 40.2 - 310 Node - 9.5 820.2 931.6 36.4 - 311 Node - 17.0 820.2 930.1 27.8 - 312 Node - 9.5 820.2 930.1 34.5 - 313 Node - -5.0 949.7 929.6 66.7 - 316 Node - 17.0 826.5 927.0 20.9 - 317 Node - 17.0 825.8 927.0 21.1 - 318 Node - 17.0 820.2 927.0 25.5 - 319 Node - 16.7 828.3 926.5 17.4 - 321 Node - 13.1 849.6 926.4 17.3 - 322 Node - 14.3 842.5 926.4 16.9 - 323 Node - 17.0 826.5 926.4 19.2 - 324 Node - 13.1 849.6 923.0 15.6 - 325 Node - 14.3 842.5 922.0 13.2 - 326 Node - 14.7 839.9 922.0 12.1 - 327 Node - 16.7 828.3 922.0 13.6 - 328 Node - 17.0 825.8 922.0 12.5 - 329 Node - 13.1 849.6 915.0 10.3 - 330 Node - 14.3 842.5 910.0 10.9 - 331 Node - 14.7 839.9 910.0 9.9 - 332 Node - 16.7 828.3 910.0 11.3 - 333 Node - 17.0 825.8 910.0 10.3 - 334 Node - 13.1 849.6 905.0 7.6 - 335 Node - 14.3 842.5 898.0 9.9 - 336 Node - 14.7 839.9 898.0 9.0 - 337 Node - 16.7 828.3 898.0 10.2 - 338 Node - 17.0 825.8 898.0 9.4 - 339 Node - 13.1 849.6 897.0 7.0 - 340 Node - 14.3 842.5 891.0 9.3 - 341 Node - 14.7 839.9 891.0 8.4 - 342 Node - 16.7 828.3 891.0 9.6 - 343 Node - 17.0 825.8 891.0 I 8.8 - 344 Node - -5.0 784.1 880.1 66.9 - 345 Node I - 3.0 1735.1 880.1 63.6 - OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:41 PM Encinas Waste Water Page: 5 NODES # ype Value Elevation Xl Y I Res. Pies. Dischgge ft - ft ft _psi gp - 346 - Node - - -5.0 735.1 880.1 67.0 - 347 Node - 3.0 730.1 880.1 75.6 - 348 Node - -5.0 730.1 880.1 79.1 - 349 Node -5.0 724.1 1880.1 79.2 - 350 Node - -5.0 893.2 873.0 66.8 - 351 Node - -5.0 1791.2 1 873.0 1 66.9 1 - n S OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:41 PM Encinas Waste Water Page: 6 PIPES [ Start/End Nodes Material Size Length Pres.Fr.Loss HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type j Value Elevation Res.Pres. Discharge Fittings Int.Diam. Total Length ______ Pres.Vel.Loss _______ ft psi JJflL ft psi/ft psi j ft/s sdl 326 Node 14.7 12.1 - ___ Sch40 1 1.0 0.124 0.376 19.5 7.2 Sprig Up/Drop 195 Head 5.60 13.7 12.2 19.5 120 1.000 2.0 0.433 ___ ________ E 1.049 3.0 0.353 sd2 328 Node 17.0 12.5 - Sch40 1 1.0 0.125 0.753 19.6 7.3 Sprig Up/Drop 196 Head 5.60 16.0 12.2 19.6 120 1.000 5.0 0.440 _______ ________ _______ T 1.049 6.0 0.356 sd3 331 Node 14.7 9.9 - Sch40 1 1.0 0.105 0.316 17.8 6.6 Sprig Up/Drop 198 Head 5.60 13.7 10.1 17.8 120 1.000 2.0 0.433 E 1.049 3.0 0.293 5d4 333 Node 17.0 10.3 - Sch40 1 1.0 0.105 0.635 17.8 1 6.6 Sprig Up/Drop 199 Head 5.60 16.0 10.2 17.8 120 1.000 5.0 0.440 T 1.049 6.0 0.295 5d5 334 Node . 13.1 7.6 - Sch40 1 0.5 0.078 0.432 5.6 Sprig Up/Drop 200 Head 5.60 12.6 7.4 15.2 120 1.000 5.0 0.221 T 1.049 5.5 0.214 5d6 336 Node 14.7 9.0 - o 1 1.0 0 .095 0.288 __ 16.9 6.3 Sprig Up/Drop 201 Head 5.60 13.7 9.1 16.9 120 1.000 2.0 0.433 ____ _______ _____ E 1.049 3.0 0.265 sd7 338 Node - 17.0 9.4 Sch40 1 1.0 0.096 0.580 17.01 6.3 Sprig Up/Drop 202 Head 5.60 16.0 9.2 17.0 120 1.000 5.0 0.440 ____ T 1.049 6.0 0.268 5d8 339 Node - 13.1 7.0 - Sch40 1 0.5 1 0.075 0.188 14.8 5.5 Sprig Up/Drop 203 Head 5.60 12.6 7.0 14.8 120 1.000 2.0 0.221 E 1.049 2.5 0.204 sd9 341 Node - 14 8.4 ________ .7 - Sch40 1 0.6 0.087 0.485 16.1 6.0 Sprig Up/Drop 204 Head 5.60 14.1 8.2 16.1 120 1.000 5.0 . 0.260 _______ _______ ________ T 1.049 5.6 0.239 sdl0 343 Node • 17.0 8.i - Sch40 1 ______ 0.5 0.090 0.492 16.3 ______ 6.1 Sprig Up/Drop 205 Head 5.60 16.5 8.5 16.3 120 1.000 5.0 0.216 T 1.049 5.5 0.248 sdll 340 Node - 14.3 9.3 - Sch40 1 2.6 0.087 0.661 16.1 6.0 Sprig Up/Drop 341 Node - 14.7 8.4 - 120 1.000 5.0 0.173 _____ T 1.049 7.6 0.239 sd12 342 Node - 16.7 9.6 - Sch40 1 2.6 0.090 0.680 16.3 6.1 Sprig Up/Drop 343 Node - 17.0 8.8 - 120 1.000 5.0 0.130 ________ T 1.049 7.6 0.248 sd13 329 Node 13.1 10.3 - Sch40 2 0.5 0.004 0.042 18.2. 1.7 Sprig Up/Drop 197 Head 5.60 12.6 10.5 18.1 120 2.000 10.0 0.221 T 2.067 10.5 0.020 1T 329 Node - 13.1 10.3 - 1 8.0 0.661 5.289 -48.1 17.9 Branch Line 324 Node - 13.1 15.6 - 120 1.000 0.0 0.000 2.150 b12 - 1.049 8.0 326 Node - 14.7 12.1 - Sch40 1 2.7 0.124 0.953 -19.5 7.2 Branch Line 325 Node - 14.3 . 13.2 - 120 1.000 5.0 0.173 T 1.049 7.7 0.353 b13 328 Node - 17.0 12.5 - Sch40 1 2.6 0.125 0.951 -19.6 7.3 Branch Line 327 Node - 16.7 13.6 - 120 1.000 5.0 0.137 T 1.049 7.6 0.356 b14 334 Node - 13.1 7.6 - Sch40 1 10.0 0.276 2.756 -30.0 11.1 Branch Line 329 Node - 13.1 10.3 - 120 1.000 0.0 0.000 ____ _______ _______ - 1.049 10.0 0.835 b15 331 Node - 14.7 9.9 - Sch40 1 2.6 0.105 0.799 -17.8 6.6 Branch Line 330 Node - 14.3 10.9 - 120 1.000 5.0 0.173 T 1.049 7.6 0.293 b16 333 Node - 17.0 10.3 - Sch40 1 2.6 0.105 0.801 -17.8 6.6 Branch Line 332 Node - 16.7 11.3 - 120 1.000 5.0 0.137 T 1.049 7.6 ______ 0.295 b17 339 Node - 13.1 7.0 - Sch40 1 8.0 0.075 0.598 -14.8 5.5 Branch Line 334 Node - 13.1 7.6 - 120 1.000 0.0 0.000 - 1.049 8.0 0.204 b18 1336 Node - 14.7 9.0 - Sch40 1 2.6 0.095 0.730 -16.9 6.3 Branch Line 335 Node - 14.3 9.9 - 120 1.000 5.0 0.173 _______ ________ T 1.049 . 7.6 0.265 b19 I 335 Node . 14.3 9.9 - Sch40 1 7.0 0.087 0.606 16.1 6.0 Branch Line I p 340 Node - 14.3 9.3 - 120 1.090 0.0 0.000 - 1.049 7.0 0.239 10 338 Node - 17.0 9.4 - Sch40 1 2.6 0.096 0.732 -17.0 6.3 Branch Line 337 Node - 16.7 10.2 - 120 1.000 5.0 0.137 T 1.049 7.6 0.268 OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:41 PM Encinas Waste Water Page: 7 PIPES - Start/End Nodes Material Size Length I Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type e Elevation Res.Pres. Discharge nttin lnt.Diam. Pres.Vel.Loss ft Total Leng tNode. psi _ ft/sbIll ft psi/ft psi_gp 337 16.7 10.2 -Sch40 1 7.0 0.090 0.627 16.3 6.1 Branch Line 342 16.7 9.6 - 120 1.000 0.0 0.000 1.049 7.0 0.248 b112 327 Node - ii 1ä.6 - Sch40 1-1/4 4.5 0.355 3.722 -70.8 15.2 Branch Line 319 Node - 16.7 17.4 - 120 1.250 6.0 0.000 1 1.380 10.5 1.551 b11 3 324 Node -T 13.1 15.6 - Sch40 1-1/4 3.5 ______ 0.174 1.644 -48.1 ______ 10.3 _______ Branch Line 321 Node - 13.1 17.3 - 120 1.250 6.0 0.000 1 1.380 9.5 0.718 bl14 325 Node 14.3 13.2 - Sch40 1-1/4 4.5 0.350 3.658 -70.3 15.1 Branch Line 322 Node - 14.3 16.9 - 120 1.250 6.0 0.000 T 1.380 10.5 1.528 b115 330 Node - 14.3 10.9 - Sch40 1-1/4 12.0 0.192 2.298 -50.7 10.9 Branch Line 325 Node - 14.3 13.2 - 120 1.250 0.0 0.000 __ - 1.380 12.0 0.797 b116 332 1i - 16.7 11.3 - Sch40 1-1/4 12.0 0.195 2.336 -5-I.-2 -1-1 ___ .0 __Br________anch Line 327 Node - 16.7 13.6 - 120 1.250 0.0 0.000 1.380 12.0 0.811 b117 335 Node - 14.3 9.9 - Sch40 1-1/4 12.0 0.086 1.035 -33.0 7.1 Branch Line 330 Node - 14.3 10.9 - 120 1.250 0.0 0.000 - 1.380 12.0 0.337 bll8 337 Node - 16.7 10.2 - 11/4 12.0 0.088 1.057 -33.3 7.2 Branch Line 332 Node - 16.7 11.3 - 120 1.250 0.0 0.000 1.380 12.0 0.344 cml 317 Node 17.0 21.1 - SchlO 2 0.8 - 0.249 0.191 1892 16.6 Cross Main 316 Node - 17.0 20.9 - 120 2.000 0.0 0.000 - 2.157 0.8 1.856 cm2 323 Node - 17.0 19.2 - Sch10 2 0.5 0.249 1.662 -189.2 16.6 Cross Main 316 Node - 17.0 20.9 - 120 2.000 6.2 0.000 E 2.157 6.7 1.856 322 Node - 14.3 16.9 - Sch10 2 14.4 0.105 1.502 -118.4 10.4 _________ __ Cross Main 319 Node - 16.7 17.4 - 120 2.000 0.0 1.039 c CM3 - 2.157 14.4 0.727 cm4 323 Node - 17.0 19.2 Sch10 2 1.8 0.249 1.984 189.2 16.6 Cross Main 319 Node - 16.7 17.4 - 120 2.000 6.2 0.137 E 2.157 8.0 1.856 CM5 322 Node - 14.3 16.9 - Sch10 2 7.2 - 0.020 0.142 48.1 4.2 Cross Main 321 Node - 13.1 17.3 - 120 2.000 0.0 0.515 0.120cm6 ____-2.157 7.2 Node - 25.6 .5 -Sch10 2-1/2 26.0 0.094 3.977 -189.2 11.1 Cross Main 237 Node - 25.6 .5 ~43 -120 2.500 16.5 0.000 ______T 0.834cm7 2.635 42.5 Node - 25.6 .5 - Sch10 2-1/2 3.8 0.094 1.130 189.2 11.1 Cross Main 288 Node - 25.6 42.4 - 120 2.500 8.2 0.000 E 2.635 12.1 0.834 cm8 308 Node 25.6 39.7 - Sch10 2-1/2 20.6 0.094 2.704 -189.2 11.1 Cross Main 288 Node - 25.6 42.4 - 120 2.500 8.2 0.000 __ E 2.635 28.9 0.834 T 310 1J - 9.5 36.4 - Sch10 2- 1.5 0.249 1.895 189.2 16.6 Feed Main 312 Node - 9.5 34.5 - 120 2.000 6.2 0.000 __ E 2.157 7.6 1.856 - 9.5 34.5 - Schlo 2 7.5 0.249 3.394 189.2 16.6 Feed Main 311 Node - 17.0 27.8 - 120 2.000 6.2 3.255 ________ _ E 2.157 13.7 1.856 fm3 318 Node - 17.0 25.5 - Schlo 2 3.1 0.249 2.309 -189.2 16.6 Feed Main 311 Node - 17.0 27.8 - 120 2.000 6.2 0.000 _______ _ E 2.157 9.3 1.856 17.0 25.5 - Sch10 2 5.6 0.249 4.435 189.2 16.6 Feed Main 317 Node - 17.0 21.1 - 120 2.000 12.3 0.000 T 2.157 17.9 1.856 ________ 307 Node - 9.5 43.6 - Sch10 2-1/2 16.1 0.094 3.051 -189.2 11.1 Feed Main 308 Node - 25.6 39.7 - 120 2.500 16.5 6.971 __ 2E 2.635 32.6 0.834 Node - 9.5 40.2 -- - Sch10 - 2-1/2 19.0 0.094 3.321 -189.2 11.1 _ __________ Feed Main 307 Node - 9.5 43.6 - 120 2.500 16.5 0.000 2E 2.635 35.5 0.834 fm7 3101 Node - 9.5 36.4 -- Sch10 2-1/2 23.4 0.094 3.833 -189.2 11.1 Feed Main 309 Node - 9.5 40.2 - 120 2.500 17.5 0.000 2E1 2.635 40.9 0.834 OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:41 PM Encinas Waste Water Page: 8 PIPES Start/End Nodes [Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value - Elevation Res.Pres. -H Discharge Fittings lnt.Diam. Total Length ______ Pres.Vel.Loss ft psi gpm _ ______ ft psi/ft psi - gpm ft/s fm8 232 Node - 11.5 55.9 - SchlO 3 13.3 0.011 0.238 101.5 3.9 Feed Main 233 Node - 24.8 50.0 - 120 3.000 9.4 5.737 E 3.260 22.7 0.102 fm9 250 Node - 11.5 56.2 - Sch10 3 9.0 0.011 0.306 101.5 3.9 Feed Main 232 Node - 11.5 55.9 - 120 3.000 20.2 0.000 T 3.260 29.2 0.102 fm10 245 Node - 24.8 49.8 - SchlO 3 4.5 0.011 0.146 -101.5 3.9 Feed Main 233 Node - 24.8 50.0 - 120 3.000 9.4 0.000 E 3.260 13.9 0.102 frnl 1 235 Node - 25.6 49.8 - SchlO 3 52.5 0.008 0.582 -87.7 3.4 Feed Main 234 Node - 25.6 50.4 - 120 3.000 20.2 0.000 T 3.260 72.7 0.076 fm1 2 248 Node - 25.6 56-.6--- Sch10 3 6.8 0.008 0.216 87.7 3.4 Feed Main 234 Node - 25.6 50.4 - 120 3.000 20.2 0.000 T 3.260 27.0 0.076 fml3 244 Node - 24.8 50.1 - SchlO 3 3.8 0.008 0.106 -87.7 3.4 Feed Main 235 Node - 25.6 49.8 - 120 3.000 9.4 0.379 E 3.260 13.2 0.076 fm14 237 Node - 25.6 47.5 - Sch10 3 6.3 0.033 0.523 -189.2 7.3 Feed Main 236 Node - 25.6 48.0 - 120 3.000 9.4 0.000 ____ E 3.260 15.7 0.356 246 Node - 24.8 48.8 - SchlO 3 1.0 0.033 0.345 189.2 7.3 Feed Main 236 Node - 25.6 48.0 - 120 3.000 9.4 0.368 E 3.260 10.4 0.356 fm16 245 Node - 24.8 49.8 - SchlO 3 24.3 0.008 0.270 -87.7 3.4 Feed Main 244 Node - 24.8 50.1 - 120 3.000 9.4 0.000 E 3.260 33.7 0.076 fml7 246 Node - 24.8 48.8 - SchlO 3 11.4 0.033 1.050 -189.2 7.3 Feed Main 245 Node - 24.8 49.8 - 120 3.000 20.2 0.000 T 3.260 31.6 0.356 48 TIi - 25.6 50.6 - SchlO 3 15.2 0.008 0.283 -87.7 3.4 Feed Main 247 Node - 10.5 57.4 - 120 3.000 20.2 6.549 ________ T 3.260 35.3 0.076 fml9 252 Node - 10.5 57.5 - SchlO 3 2.9 0.008 0.098 87.7 3.4 Feed Main 247 Node - 10.5 57.4 - 120 3.000 9.4 0.000 E 3.260 12.3 0.076 fmö 250 Node - 11.5 56.2 - SchlO 3 1.3 0.011 0.112 -101.5 3.9 Feed Main 249 Node - 11.5 56.3 - 120 3.000 9.4 0.000 E 3.260 10.7 0.102 fni2l 254 Node - 9.6 57.3 - SchlO 3 2.4 0.011 0.124 101.5 3.9 Feed Main 249 Node - 11.5 56.3 - 120 3.000 9.4 0.812 _____ ____ E 3.260 11.8 0.102 - fm22 253 Node -9.6 58.1 - SchlO 3 0.9 0.008 0.169 87.7 3.4 Feed Main 252 Node - 10.5 57.5 - 120 3.000 20.2 0.379 T 3.260 21.0 0.076 5F 1& 9.6 58.1 - SchlO 3 9.3 0.033 0.980 -189.2 7.3 Pipe 251 Node - 9.6 59.1 - 120 3.000 20.2 0.000 T 3.260 29.5 0.356 pp2 254 Node - 9.6 57.3 - SchlO 3 76.2 0.011 0.799 -101.5 3.9 Pipe 253 Node - 9.6 58.1 - 120 3.000 0.0 0.000 _______ __ - 3.260 76.2 0.102 jEi - 9.6 59.3 Tch1O 4 17. 0.009 0.276 189.2 4.3 Pipe 251 Node - 9.6 59.1 120 4.000 13.2 0.000 E 4.260 30.5 0.122 pp4 286 Node - 2.0 63.4 - SchlO 4 7.6 0.009 0.592 189.2 4.3 Pipe 285 Node - 9.6 59.5 - 120 4.000 57.9 3.302 _______ EBS 4.260 65.6 0.122 pp5j_ 9.6 59.3 - SchlO 4 5.1 0009 0.165 -189.2 4.3 Pipe 285 Node - 9.6 59.5 - 120 4.000 13.2 0.000 _______ E 4.260 18.3 0.122 pp6 290 Node -2.0 63.6 - SchlO 4 3.0 0.009 0.146 189.2 4.3 Pipe 286 Node - 2.0 63.4 - 120 4.000 13.2 0.000 E 1 4.260 16.2 0.122 iif 150 Src[... -5.0 79.3 100.0 C-900 6 41.0 0.001 0.101 189.2 2.2 Underground 349 Node - -5.0 79.2 - 150 6.000 45.6 0.000 TG 5.955 86.6 0.032 2 313 Node -5.0 66.7 - C-900 6 40.7 0.001 0.059 189.2 2.2 Underground 291 Node - -5.0 66.6 - 150 6.000 9.7 0.000 F 5.955 50.4 0.032 OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:41 PM Encinas Waste Water Page: 9 PIPES Start/End Nodes Material Size Length - Pres.Fr.Loss # HWC Ftting Nom.Diam. lnt.Diam. Eq.Length Total Leng FrLoss Pres.Elev.Loss Pres.VeL . Flow Velocity Type # Type Value EvationJes.Pres. I Discharge - ft Jp_ 9L ft psi _9.P!i ft/s up3 350 Node - -5.0 66.8 - - C-900 6 80.0 0.001 5105 189.2 2.2 underground 313 Node -5.0 66.7 - 150 6.000 9.7 0.000 F 5.955 89.7 0.032 up4 346 Node - -5.0 67.0 - C-900 6 49.0 0.001 0.080 189.2 2.2 underground 344 Node - -5.0 66.9 - 150 I 6.000 19.4 0.000 E 5.955 68.3 0.032 up5 351 Node - -5.0 66.9 - C-900 6 10.0 0.001 0.023 -189.2 2.2 underground 344 Node - -5.0 66.9 - 150 6.000 9.7 0.000 F 5.955 19.7 0.032 up6 348 Node - -5.0 79.1 - C-900 6 6.0 0.001 0.055 -189.2 2.2 underground 349 Node - -5.0 79.2 - 150 6.000 41.5 0.000 T 5.955 47.4 0.032 up7 351 Node - -5.0 66.9 - C-900 6 102.0 0.001 0.131 189.2 2.2 underground 350 Node - -5.0 66.8 - 150 6.000 9.7 0.000 __ F 5.955 111.7 0.032 up8 206 FPLD 12.0 3.0 63.6 - - Ductile 6 2.5 0.001 0.004 189.2 2.0 underground 345 Node - 3.0 63.6 - 120 6.000 0.0 0.000 - 6.220 2.5 0.027 up9 347 Node - 3.0 75.6 - Ductile 6 2.5 0.001 0.025 189.2 2.0 underground 206 FPLD 12.0 3.0 63.6 - 140 6.000 21.1 0.000 E 6.220 23.6 0.027 uplO 291 Node - -5.0 66.6 - Ductile 6 7.0 0.001 0.030 189.2 2.0 underground 290 Node - 2.0 63.6 - 140 6.000 21.1 3.031 E 6.220 28.1 0.027 upll 345 Node - 3.0 63.6 - Ductile 6 8.0 0.001 0.031 189.2 2.0 underground 346 Node - -5.0 67.0 - 140 6.000 21.1 3.464 ______ E 6.220 29.1 0.027 up12 348 Node - -5.0 79.1 - Ductile 6 8.0 0.001 0.031 189.2 2.0 underground 347 Node - 3.0 75.6 - 140 6.000 21.1 3.464 E 6.220 29.1 0.027 OmniCADD Hydraulic Calculation Software v. 2.3 S S HYDRAULIC CALCULATIONS for Operations Facility - High Roof 6200 Avenida Encinas Carlsbad, CA 92009 Contract No. 05-0213-2 Date February 27, 2006 N:\Encina WasteWater - Carlsbad - 05-021 3-2\Hydraulic Calculations\(1)Submittal\05-0213-2_EncinaWW_(1)OPS_High-R3.hcp Design Data: Remote Area Location 3 Occupancy Classification Light Hazrd Density 0.10 gpm/sq.ft Remote Area Size 1120.0 sq.ft Coverage per Sprinkler 0.0 sq.ft Sprinkler K-Factor 5.60 No. of Sprinkler Calculated 9 In-Rack Demand 0.0 gpm Source Hose Demand 100.0 gpm Total Water Including Hose 246.8 gpm Name of Contractor Pro-Tech Fire Protection Name of Designer J. Van Kolken Address 179 Roymar Road, Suite G,Oceanside, CA 92054 Authority Having Jurisdiction Santa Ana Fire Dept. 10% Reduction in available water pressure was taken out prior to calculation. Entire High Roof area was calculated OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:41 PM Encinas Waste Water Page: 2 GENERAL RESULTS Total Water Including Hose 246.8 gpm Additional Allowances 0.0 gpm Discharge from Sprinklers 146.8 gpm Source Hose Demand 100.0 gpm Average Imbalance 0.008 gpm Maximum Imbalance 0.1 gpm Maximum Velocity @ Pipe: fml 21.2 ft/s Maximum Fr. Loss @ Pipe: fml 0.523 psi/ft Average Density 0.13 gpm/sq.ft Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. SOURCE: 150 Static Pressure 81.0 psi Residual Pressure 68.4 psi Flow 1300.0 gpm Hose Allowance 100.0 gpm Available Pressure 80.4 psi Required Pressure 72.6 psi Safety Factor 9.7%,7.8 psi Water Flowing 146.8 gpm S OmniCADD Hydraulic Calculation Software v. 2.3 March 173 2006 0M Encinase Water Page: Water Curves for Src: 150 0 200 400 500 600 700 800 900 1000 1100 1200 1300 UU 90 G T 70 70 60 ___ ___ -------------------------------- ____ ____ ____ ____ ____ _____ _____ _____ _____ ______ 60 50 ----------------------- ___ ___ ___ ____ PSI ____ ____ ____ ____ _____ _____ _____ _____- 50 40 - - - - - - 40 30 - - - ----- - - - 30 20 - 20 10 _ _ __ __ __ __ 10 n 0 200 400 500 600 700 800 900 1000 1100 1200 1300 GPM Curve Values - X: psi @ gpm Supply Curve with Hose © Src:150 D: 80.9 @0 - E : 80.4 @ 146.8 - F :68.4 @ 1200 Demand Curve © Src: 150 16.9 @ 0 - G : 72.6 @ 146.8 OmniCADD Hydraulic Calculation Software v. 2.3 . FLO•AGRAM 262 259 34 313 *1248 -.-------------------•- 350 10 178 298185 Tz" 270 170 276 292 299 7 602 •N 269 171 *72 'N. '-•--._244 261 78 180 23 233 245 49 254 351 250 232 344 150 345 2o6 4 348 346 349 . FLO•AGRAM March 17, 2006 01:41 PM Encinas Waste Water Page: 4 NODES Value Elevation X Y Res. Pres. Discharge ft PFL ---92m- - 150 - Src - [...] -5.0 724.1 839.1 72.6 100.0 170 Head 5.60 33.5 874.3 978.9 10.9 18.5 171 Head 5.60 33.5 863.0 978.9 8.4 16.2 172 Head 5.60 33.5 851.6 978.9 7.8 15.6 178 Head 5.60 32.0 874.3 968.3 10.2 17.9 179 Head 5.60 32.0 863.0 968.3 8.0 15.8 180 Head 5.60 32.0 852.1 968.3 7.1 15.0 185 Head 5.60 30.5 874.3 957.7 9.9 17.6 186 Head 5.60 30.5 863.0 957.7 7.6 15.4 187 Head 5.60 30.5 851.6 957.7 7.0 14.8 206 FPLD 12.0 3.0 732.6 880.1 57.0 - 232 Node - 11.5 857.9 1001.1 51.4 - 233 Node - 24.8 857.6 1001.1 45.6 - 234 Node - 25.6 934.4 1000.3 44.9 - 235 Node - 25.6 881.9 1000.3 45,1 - 244 Node - 24.8 881.9 996.6 45.5 - 245 Node - 24.8 857.6 996.6 45.6 - 247 Node - 10.5 935.3 993.5 51.8 - 248 Node - 25.6 934.4 993.5 44.9 - 249 Node - 11.5 859.1 992.1 51.5 - 250 Node - 11.5 857.9 992.1 51.5 - 251 Node - 9.6 944.6 990.6 53.1 - 252 Node - 10.5 935.3 990.6 51.9 - 253 Node - 9.6 935.3 990.6 52.5 - 254 Node - 9.6 859.1 990.6 52.4 - 259 Node - 25.6 934.4 986.4 44.3 - 260 Node - 27.5 880.5 986.4 31.8 - 261 Node - 27.5 877.8 986.4 30.5 - 262 Node - 26.5 934.4 986.4 43.7 - 263 Node - 26.5 880.5 986.4 33.4 - 269 Node - 34.0 869.3 984.5 19.2 - 270 Node - 34.0 877.8 984.2 22.4 - 271 Node - 27.5 877.8 983.9 27.2 - 275 Node .- 33.0 874.3 976.4 11.6 - 276 Node - 33.0 869.3 976.4 12.8 - 277 Node - 33.0 863.0 976.4 9.3 - 278 Node - 33.0 851.6 976.4 8.3 - 285 Node - 9.6 949.7 973.3 53.4 - 286 Node - 2.0 949.7 973.3 57.1 - 287 Node - 9.6 944.6 973.3 53.3 - 290 Node - 2.0 949.7 970.3 57.2 - 291 Node - -5.0 949.7 970.3 60.2 - 292 Node - 32.0 869.3 968.3 11.2 - 298 Node - 31.0 874.3 960.2 10.1 - 299 Node - 31.0 869.3 960.2 11.1 - 300 Node - 31.0 863.0 960.2 8.0 - 301 Node - 31.0 851.6 960.2 7.1 - 313 Node - -5.0 949.7 929.6 60.3 - 344 Node - -5.0 784.1 880.1 60.4 - 345 Node - 3.0 735.1 880.1 57.0 - 346 Node - -5.0 735.1 880.1 60.5 - 347 Node - 3.0 730.1 880.1 69.1 - 348 Node - -5.0 730.1 880.1 72.5 - 349 Node - -5.0 724.1 880.1 72.6 - 350 Node - -5.0 893.2 873.0 60.3 - 351 Node - -5.0 1791.2 1 873.01 60.4 1 - OmniCADD Hydraulic Calculation Software v. 2.3 L I March 17, 2006 01:41 PM Encinas Waste Water Page: 5 PIPES - Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type # Type Value Elevation 1 Res.Pres. Discharge ins lnt.Diam. Total Len Pres.Vel.Loss - ft 1_psi gpm ft psi/ft psi gpm ft/s sdl 275 Node - 33.0 11.6 - Sch40 1 2.5 0.113 0.512 18.5 6.9 Sprig Up/Drop 170 Head 5.60 33.5 10.9 18.5 120 1.000 2.0 0.216 E 1.049 4.5 0.317 5d2 277 Node - 33.0 9.3 Sch40 1 2.5 0.088 0.667 16.2 6.0 Sprig Up/Drop 171 Head 5.60 33.5 8.4 16.2 120 1.000 5.0 0.216 T 1.049 7.5 0.244 sd3 278 Node - 33.0 8.3 - Sch40 1 2.5 0.082 0.374 15.6 5.8 Sprig Up/Drop 172 Head 5.60 33.5 7.8 15.6 120 1.000 2.0 0.216 E 1.049 4.5 0.226 5d4 298 Node . 31.0 10.1 - Sch40 - 1 2.5 0.103 0.467 17.6 6.5 Sprig Up/Drop 185 Head 5.60 30.5 9.9 17.6 120 1.000 2.0 0.216 E 1.049 4.5 0.287 sd5 300 Node - 31.0 8.0 - Sch40 1 2.5 0.080 0.607 15.4 5.7 Sprig Up/Drop 186 Head 5.60 30.5 7.6 15.4 120 1.000 5.0 0.216 T 1.049 7.5 0.220 sd6 301 Node . 31.0 7.1 - Sch40 1 2.5 0.075 0.340 14.8 5.5 Sprig Up/Drop 187 Head 5.60 30.5 7.0 14.8 120 1.000 2.0 0.216 E 1.049 4.5 0.204 bll 178 Head 5.60 32.0 10.2 17.9 Sch40 1 5.0 0.106 1.057 -17.9 6.6 Branch Line 292 Node - 32.0 11.2 - 120 1.000 5.0 0.000 T 1.049 10.0 0.296 b12 180 Head 5.60 32.0 7.1 15.0 Sch40 1 10.9 0.076 0.828 -15.0 5.6 Branch Line 179 Head 5.60 32.0 8.0 15.8 120 1.000 0.0 0.000 - 1.049 10.9 0.208 b13 179 Head 5.60 32.0 8.0 15.8 Sch40 1 6.3 0.289 3.266 -30.8 11.4 Branch Line 292 Node - 32.0 11.2 - 120 1.000 5.0 0.000 _ T 1.049 11.3 0.879 b14 275 Node . 33.0 11.6 - Sch40 1 5.0 0.113 1.126 -18.5 6.9 Branch Line 276 Node - 33.0 12.8 - 120 1.000 5.0 0.000 T 1 1.049 10.0 0.317 b15 276 Node - 33.0 12.8 - Sch40 1 6.3 0.307 3.484 31.8 11.8 Branch Line 277 Node 33.0 9.3 - 120 1.000 5.0 0.000 T 1.049 11.3 0.939 6 277 Node - 33.0 9.3 - Sch40 1 11.3 0.082 0.931 15.6 5.8 Branch Line 278 Node - 33.0 8.3 - 120 1.000 0.0 0.000 - 1.049 11.3 0.226 b17 298 Node - 31.0 10.1 - Sch40 1 5.0 0.103 1.026 -17.6 6.5 Branch Line 299 Node - 31.0 11.1 - 120 1.000 5.0 0.000 T 1.049 10.0 0.287 b18 299 Node - 31.0 11.1 - Sch40 1 6.3 0.280 3.168 30.2 11.2 Branch Line 300 Node - 31.0 8.0 - 120 1.000 5.0 0.000 T 1.049 11.3 0.848 b19 300 Node - 31.0 8.0 - Sch40 1 11.3 0.075 0.847 14.8 5.5 Branch Line 301 Node - 31.0 7.1 - 120 1.000 0.0 0.000 - 1.049 11.3 0.204 cml 292 Node - 32.0 11.2 - Sch1O 1-1/2 8.1 0.240 1.953 -96.5 13.9 Cross Main 276 Node - 33.0 12.8 - 120 1.500 0.0 0.433 - 1.682 8.1 1.306 cm2 299 Node 31.0 11.1 - SchlO 1-1/2 8.2 0.066 0.534 -47.8 6.9 Cross Main 292 Node - 32.0 11.2 - 120 1.500 0.0 0.433 - 1.682 8.2 0.321 fml 276 Node - 33.0 12.8 - SchlO 1-1/2 8.1 0.523 6.828 -146.8 21.2 Feed Main 269 Node - 34.0 19.2 - 120 1.500 4.9 0.433 ____ E 1.682 13.1 3.024 -fm-2 261 Node - 27.5 30.5 - SchlO 2 2.6 0.156 1.365 -146.8 12.9 Feed Main 260 Node - 27.5 31.8 - 120 2.000 6.2 0.000 E 2.157 8.8 1.118 -Fm-3 263 Node 26.5 33.4 - - SchlO 2 1.0 0.156 1.111 146.8 12.9 Feed Main 260 Node - 27.5 31.8 - 120 2.000 6.2 0.433 E 2.157 7.2 1.118 271 Node - 27.5 27.2 - SchlO 2 2.5 0.156 3.256 -146.8 12.9 Feed in 261 Node - 27.5 30.5 - 120 2.000 18.5 0.000 ______ 3E 2.157 21.0 1.118 26.5 33.4 - SchlO - 2 53.9 0.156 10.289 -146.8 12.9 Feed Main 262 Node - 26.5 43.7 - 120 2.000 12.3 0.COO T 2.157 66.2 1.118 270 Node 34.0 22.4 - Schl0 2 8.5 0.156 3.233 146.8 12.9 Feed Main m 6 269 Node - 34.0 19.2 - 120 2.000 12.3 0.000 j ____________ 2E 2.157 20.8 1.1:18 OmniCADD Hydraulic Calculation Software v. 2.3 L r March 17, 2006 01:41 PM Encinas Waste Water Page: 6 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeLLoss IL_ PSI IP!!L ft psi/ft psi gpm ft/s fm7 271 Node - 27.5 27.2 - Sch10 2 6.5 0.156 1.966 146.8 12.9 Feed Main 270 Node - 34.0 22.4 - 120 2.000 6.2 2.814 E 2.157 12.7 1.118 fm8 232 Node - 11.5 51.4 - Sch10 3 13.3 0.002 0.053 450 1.7 Feed Main 233 Node - 24.8 45.6 - 120 3.000 9.4 5.737 E 3.260 22.7 0.020 fm9 250 Node - 11.5 51.5 - Sch10 1 3 9.0 0.002 0.068 45.0 1.7 Feed Main 232 Node 11.5 51.4 - 120 3.000 20.2 0.000 T 3.260 29.2 0.020 fmlO 245 Node 24.8 45.6 - Sch10 3 4.5 0.002 0.032 1.7 Feed Main 233 Node - 24.8 45.6 - 120 3.000 9.4 0.000 E 3.260 13.9 0.020 1 fmll 235 Node - 25.6 45.1 - SchlO 3 52.5 0.002 0.169 45.0 1.7 Feed Main 234 Node - 25.6 44.9 - 120 3.000 20.2 0.000 T 3.260 72.7 0.020 fm12 248 Node - 25.6 44.9 - Sch10 3 6.8 0.002 0.063 -45.0 1.7 Feed Main 234 Node - 25.6 44.9 - 120 3.000 20.2 0.000 T 3.260 27.0 0.020 fm13 244 Node - 24.8 45.5 - Sch10 3 3.8 0.002 0.031 45.0 1.7 1 Feed Main 235 Node - 25.6 45.1 - 120 3.000 9.4 0.379 E 3.260 13.2 0.020 fm14 245 Node - 24.8 45.6 - SchlO 3 24.3 0.002 0.079 45.0 1.7 Feed Main 244 Node - 24.8 45.5 - 120 3.000 9.4 0.000 E 3.260 33.7 0.020 fml5 248 Node - 25.6 44.9 - schlO 3 15.2 0.011 0.373 -101.8 -3.9 Feed Main 47 Node • 10.5 51.8 - 120 3.000 20.2 6.549 T 3.260 35.3 0.103 fm16 252 Node - 10.5 51.9 - Sch10 3 2.9 0.011 0.130- 101.8 3 i Feed Main 247 Node - 10.5 51.8 - 120 3.000 9.4 0.000 E 3.260 12.3 0.103 fm 17 259 Node - 25.6 44.3 - Sch10 3 7.1 0.021 0.566 -146.8 5.6 Feed Main 248 Node - 25.6 44.9 - 120 3.000 20.2 0.000 T 3.260 27.2 0.214 M m18 250 Node - 11.5 51.5 - Sch10 3 1.3 0.002 0.025 -45.0 1.7 Feed Main 249 Node - 11.5 51.5 - 120 3.000 9.4 0.000 E 3.260 10.7 0.020 fml9 254 Node - 96 52.4 - Sch10 3 2.4 0.002 0.027 45.0 1.7 Feed Main 249 Node - 11.5 51.5 - 120 3.000 9.4 0.812 E 3.260 11.8 0.020 fm20 253 Node - 9.6 52.5 - Sch10 3 0.9 0.011 0.222 101.8 3.9 Feed Main 252 Node - 10.5 51.9 - 120 3.000 20.2 0.379 __ T 3.260 21.0 0.103 _________ fm2l 262 Node - 26.5 43.7 - Sch10 3 0.9 0.021 0.214 -146.8 5.6 Feed Main 259 Node - 25.6 44.3 - 120 3.000 9.4 0.379 E 3.260 10.3 0.214 ppl 253 Node - 9.6 52.5 - Sch10 3 9.3 0.021 0.613 -146.8 5.6 Pipe 251 Node - 9.6 53.1 - 120 3.000 20.2 0.000 T 3.260 29.5 0.214 pp2 254 Node - 9.6 52.4 - Sch10 3 76.2 0.002 0.178 -45.0 1.7 Pipe 253 Node 9.6 52.5 - 120 3.000 0.0 0.000 - 3.260 76.2 0.020 pp3 287 Node 9.6 53.3 4 17.3 0.006 0.172 146.8 3.3 Pipe 251 Node - 9.6 53.1 - 120 4.000 13.2 0.000 E 4.260 30.5 0.074 pp4 286 Node - 2.0 57.1 - Sch10 4 7.6 0.006 0.370 146.8 3.3 Pipe 285 Node - 9.6 53.4 - 120 4.000 57.9 3.302 EBS 4.260 65.6 0.074 pp5 287 Node - 9.6 53.3 - Sch10 4 5.1 0.006 0.103 -146.8 3.3 Pipe 285 Node - 9.6 53.4 - 120 4.000 13.2 0.000 E 4.260 1 18.3 0.074 pp6 290 Node 2.0 57.2 - SchlO 4 3.0 0.006 0.091 146.8 3.3 Pipe 286 Node - 2.0 57.1 - 120 4.000 13.2 0.000 - E 4.260 16.2 0.074 _ ijT f.] -5.0 72.6 100.0 C-900 6 41.0 0.001 0.063 146.8 1.7 Underground Node - -5.0 72.6 - 150 6.000 45.6 0.000 P 349 TG 5.955 86.6 0.019 p2 313 Node - -5.0 1 60.3 - C-900 6 40.7 0.001 0.037 146.8 1.7 Underground 291 Node - -5.0 60.2 - 150 6.000 9.7 0.000 F 5.955 50.4 0.019 OmniCADD Hydraulic Calculation Software v. 2.3 I March 17, 2006 01:41 PM Encinas Waste Water Page: 7 PIPES Start/End Nodes Material Size Length Pres.Fr.Loss HWC Fittings Nom.Diam. Int.Diam. Eq.Length TotaljLength Fr.Loss Pres.Elev.Loss Pres.Vel.Loss Flow Velocity Type # Type Value Elevation Res.Pres[Discharge - -- ft psi [_j_ ______ ________ ft psi/ft psi P!!L J!L. up3 350 Node - -5.0 60.3 - C-900 6 80.0 0.001 0.066 146.8 1.7 Underground 313 Node - -5.0 60.3 - 150 6.000 9.7 0.000 F 5.955 89.7 0.019 up4 346 Node - -5.0 60.5 - C-900 6 49.0 0.001 0.050 146.8 1.7 Underground 344 Node - -5.0 60.4 - 150 6.000 19.4 0.000 E 5.955 68.3 0.019 up5 351 Node - -5.0 60.4 - 0-900 6 10.0 0.001 0.014 -146.8 1.7 Underground 344 Node - -5.0 60.4 - 150 6.000 9.7 0.000 F 5.955 19.7 0.019 up6 348 Node -5.0 72.5 - 0-900 6 6.0 0.001 0.035 -146.8 1.7 Underground 349 No - -5.0 72.6 - 150 6.000 41.5 0.000 T 5.955 47.4 0.019 up7 351 Node - -5.0 60.4 - 0-900 6 iod 0.001 0.082 146.8 1.7 Underground 350 Node - -5.0 60.3 - 150 6.000 9.7 0.000 F 5.955 111.7 0.019 up8 206 FPLD 12.0 3.0 57.0 - Ductile 6 2.5 0.001 0.002 146.8 1.5 Underground 345 Node - 3.0 57.0 - 120 6.000 0.0 0.000 - 6.220 2.5 0.016 up9 347 Node - 3.0 69.1 - Ductile 6 2.5 0.001 0.016 146.8 1.5 Underground 206 FPLD 12.0 3.0 57.0 - 140 6.000 21.1 0.000 E 6.220 23.6 0.016 uplO 291 Node - -5.0 60.2 - - Ductile 6 7.0 0.001 0.019 146.8 1.5 Underground 290 Node - 2.0 57.2 - 140 6.000 21.1 3.031 E 6.220 28.1 1 0.016 upil 345 Node - 3.0 - 57.0 - Ductile 6 8.0 0.001 0.020 146.8 1.5 Underground 346 Node - -5.0 60.5 - 140 6.000 21.1 3.464 __ E 6.220 29.1 0.016 up12 348 Node - -5.0 72.5 - Ductile 6 8.0 0.001 0.020 146.8 1.5 Underground 347 Node - 3.0 69.1 - 140 6.000 21.1 3.464 E 6.220 29.1 0.016 1 OmniCADD Hydraulic Calculation Software v. 2.3 I HYDRAULIC CALCULATIONS for Maintenance Facility - Gallery 6200 Avenida Encinas Carlsbad, CA 92009 Contract No. 05-0213-2 Date March 15, 2006 N:\Encina \NasteWater - Carlsbad - 05-0213-2\Hydraulic Calculations\(1)Submittal\05-0213_2EncinawwMaint(1)Galle,.y..R6hcp Design Data: I Remote Area Location Occupancy Classification Density Remote Area Size Coverage per Sprinkler Sprinkler K-Factor No. of Sprinkler Calculated In-Rack Demand Source Hose Demand Total Water Including Hose Name of Contractor Name of Designer Address Authority Having Jurisdiction 6 Light Hazard 0.10 gpm/sq.ft 0.0 sq.ft 0.0 sq.ft 5.60 5 0.0 gpm 250.0 gpm 384.5 gpm Pro-Tech Fire Protection J. Van Kolken 179 Roymar Road, Suite GOceanside, CA 92054 Carlsbad Fire Prevention 10% Reduction in available water pressure was taken out prior to calculation. 5 Head corridor calculation OmniCADD Hydraulic Calculation Software v. 2.3 S Static Pressure Residual Pressure Flow Hose Allowance Available Pressure Required Pressure Safety Factor Water Flowing 81.0 psi 68.4 psi 1300.0 gpm 250.0 gpm 79.7 psi 55.6 psi 30.2%, 24.0 psi 134.5 gpm March 17, 2006 01:43 PM Encina Water Pollution Control Facility Page: 2 GENERAL RESULTS Total Water Including Hose Additional Allowances Discharge from Sprinklers Source Hose Demand Average Imbalance Maximum Imbalance Maximum Velocity @ Pipe: b13 Maximum Fr. Loss @ Pipe: sd5 Average Density Remote Area was not Peaked Velocity pressures have been used for information only, and are not valid for balancing the system. 384.5 gpm 0.0 gpm 134.5 gpm 250.0 gpm 0.006 gpm 0.1 gpm 11.4 ft/s 0.239 psi/ft SOURCE: I S OmniCADD Hydraulic Calculation Software v. 2.3 30 20 10 March 17, 2006 0M Encina Water Pc Control Facility Page: Water Curves for Src: 1 0 200 300 400 500 600 700 800 900 1000 1100 90 ___ ____ ____ ___- 90 10 60 60 50 50 PSI ----------------------- ----------------------- - -- ------------------- - 40 111111 1 ___ 40 n LI_L_J_1J..L___L_ i I I I I I I I 1 0 0 200 300 400 500 600 700 800 900 1000 1100 GPM I Curve I Values - X: psi @ gpm Supply Curve with Hose © Src:1 D: 80.4 @0 - E :79.7 @ 134.5 - F:68.4 Q 1050 Demand Curve © Src: 1 13.9 @0 - G :55.6 @ 134.5 OmniCADD Hydraulic Calculation Software v. 2.3 . FLO•AG RAM 100 93 RI 64 March 17, 2006 01:43 PM Encina Water Pollution Control Facility Page: 4 NODES # T Value Elevation X Y Res. Pres. Discharge ft ft ft psi gpm 1 Src [...1 -4.0 274.8 939.0 55.6 250.0 19 Head 5.60 14.8 228.3 1044.3 22.7 26.7 20 Head 5.60 14.8 216.1 1044.3 21.6 26.0 21 Head 5.60 14.8 203.8 1044.3 22.4 26.5 22 Head 5.60 14.8 191.6 1044.3 24.2 27.5 23 Head 5.60 14.8 179.3 1044.3 24.6 27.8 45 FPLD 12.0 -4.0 265.8 1049.0 43.5 - 47 Node - 28.0 242.6 1077.6 29.0 - 48 Node - 28.0 177.6 1077.6 28.6 - 50 Node - -4.0 247.6 1069.2 43.4 - 120 Node - -4.0 245.1 1069.2 43.4 - 53 Node - 1.0 245.1 1069.2 41.2 - 51 Node - 28.0 242.6 1069.2 29.1 - 52 Node - 1.0 242.6 1069.2 41.2 - 55 Node - -4.0 247.6 1058.2 43.4 - 56 Node - 9.0 142.3 1055.0 36.3 - 57 Node - 28.0 177.6 1055.0 28.5 - 58 Node - 16.0 177.6 1055.0 33.5 - 61 Node - 16.0 142.3 1055.0 33.4 - 64 Node - -4.0 274.8 1049.0 55.5 - 65 Node - -4.0 255.8 1049.0 43.4 - 66 Node - 14.0 228.3 1043.3 24.6 - 67 Node - 12.0 228.3 1043.3 25.5 - 68 Node - 14.0 216.1 1043.3 23.4 - 69 Node - 12.0 216.1 1043.3 25.8 - 71 Node - 14.0 203.8 1043.3 24.3 - 72 Node - 12.0 203.8 1043.3 26.7 - 70 Node - 12.0 191.9 1043.3 28.7 - 73 Node - 14.0 191.6 1043.3 26.2 - 74 Node - 12.0 191.6 1043.3 28.7 - 75 Node - 14.0 179.3 1043.3 26.7 - 76 Node - 12.0 179.3 1043.3 29.2 - 77 Node - 12.0 142.3 1043.3 33.4 - 78 Node - 9.0 142.3 1043.3 36.2 - 79 Node - 17.0 191.9 1041.3 30.1 - 80 Node - 12.0 191.9 1041.3 30.3 - 81 Node - 18.0 142.3 1041.3 32.2 - 82 Node - 9.0 142.3 1041.3 36.2 - 89 Node - 17.0 193.4 1038.1 31.9 - 107 Node - 17.0 191.9 1038.1 31.9 - 93 Node - 17.0 142.3 1038.1 32.5 - 96 Node - 14.8 193.4 1028.1 32.9 - 100 1 Node 1 14.8 142.31 1028.1 1 33.4 - OmniCADD Hydraulic Calculation Software v. 2.3 4 March 17, 2006 01:43 PM Encina Water Pollution Control Facility Page: 5 PIPES - Start/End Nodes Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres.Elev.Loss Flow Velocity Type - # Type I Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.Vel.Loss ft psi _p_ ft psi/ft psi gpm - ft/s sdl 66 Node - 14.0 24.6 - Sch40 1 1.3 0.221 1.607 26.7 9.9 Sprig Up/Drop 19 Head 5.60 14.8 22.7 26.7 120 1.000 6.0 0.325 3E 1.049 7.3 0.659 sd2 68 1 20 Node - 14.0 23.4 - Sch40 1 1.3 0.211 1.535 26.0 9.7 Sprig Up/Drop Head 5.60 14.8 21.6 26.0 120 1.000 6.0 0.325 3E 1.049 7.3 0.627 5d3 f Node - 14.0 24.3 - Sch40 1 1.3 0.219 1.591 26.5 9.8 Sprig Up/Drop 21 Head 5.60 14.8 22.4 26.5 120 1.000 6.0 0.325 _______ 3E 1.049 7.3 0.652 5d4 Node - 14.0 26.2 - Sch40 1 1.3 0.235 1.706 27.5 10.2 Sprig Up/Drop 1 73 22 Head 5.60 14.8 24.2 27.5 120 1.000 6.0 0.325 3E 1.049 7.3 0.703 5d5 75 Node - 14.0 26.7 - Sch40 1 1.3 0.239 1.735 27.8 10.3 Sprig Up/Drop 23 Head 5.60 14.8 24.6 27.8 120 1.000 6.0 0.325 _ 3E 1.049 7.3 0.716 sd6 - 12.0 25.8 - Sch40 1 2.0 0.211 1.480 26.0 9.7 Sprig Up/Drop 68 Node - 14.0 23.4 - 120 1.000 5.0 0.866 - _______ 1 1.049 7.0 0.627 72 Node - 12.0 26.7 - Sch40 1 2.0 0.219 1.534 26.5 9.8 Sprig Up/Drop 71 Node - 14.0 24.3 - 120 1.000 5.0 0.866 - - ________ 1 1.049 7.0 0.652 74 Node - 12.0 28.7 - Sch40 1 2.0 0.235 1.646 27.5 10.2 Sprig Up/Drop 73 Node - 14.0 26.2 - 120 1.000 5.0 0.866 T 1.049 7.0 0.703 76 Node 12.0 29.2 - Sch40 1 2.0 0.239 1.673 27.8 10.3 Sprig Up/Drop 75 Node - 14.0 26.7 - 120 1.000 5.0 0.866 T 1.049 7.0 0.716 sd10 67 Node - 12.0 25.5 - Sch40 2-1/2 2.0 0.003 0.048 26.7 1.8 Sprig Up/Drop 66 Node - 14.0 24.6 - 120 2.500 12.0 0.866 T 2.469 14.0 0.021 bli 69 Node - 12.0 25.8 - Sch10 1-1/2 12.2 0.022 0.271 26.7 3.8 Branch Line 67 Node - 12.0 25.5 - 120 1.500 0.0 0.000 - 1.682 12.2 0.100 b12 69 Node - 12.0 25.8 - Schlo 1-1/2 12.2 0.078 0.958 -52.7 7______.6 Branch Line 72 Node - 12.0 26.7 - 120 1.500 0.0 0.000 - 1.682 12.2 0.389 _____ b13 72 Node - 12.0 26.7 - Sch10 1-1/2 11.9 0.167 1.986 -79.2 --i-1.4 11.4 Branch Line 70 Node 12.0 28.7 - 120 1.500 0.0 0.000 - 1.682 11.9 0.879 b14 70 Node - 12.0 28.7 - Sch10 1-1/2 0.3 0.003 0.001 -9.0 1.3 Branch Line 74 Node - 12.0 28.7 - 120 1.500 0:0 0.000 - 1.682 0.3 0.011 b15 76 Node 12.0 29.2 - Schlo 1-1/2 12.2 0.040 0.488 36.6 5.3 Branch Line 74 Node - 12.0 28.7 - 120 1.500 0.0 0.000 - 1.682 12.2 0.188 b16 77 Node - 12.0 33.4 - Schlo 1-1/2 37.0 0.114 4.201 64.3 9.3 Branch Line 76 Node - 12.0 29.2 - 120 1.500 0.0 0.000 - 1.682 37.0 - 0.581 b17 100 Node - 14.8 33.4 - Schlo 1-1/2 51.1 0.008 0.579 15.5 - 2.2 Branch Line 96 Node - 14.8 32.9 - 120 1.500 19.8 0.000 21 1.682 70.9 0.034 b18 89 Node - 17.0 31.9 - Sch10 2-1/2 1.5 0.001 0.016 15.5 0.9 Branch Line 107 Node - 17.0 31.9 - 120 2.500 16.5 0.000 __ 0.006b19 1 2.635 17.9 93 Node - 17.0 32.5 -Schlo 2-1/2 49.6 0.622 54.6 3.2 Branch Line 107 Node - 17.0 31.9 -120 2.500 16.5 0.000 r.~ ________ ________ T 2.635 66.1 0.070 cml Node - 14.8 32.9 - Sch10 2 10.2 0.002 0.025 15.5 1.4 Cross Main 89 Node - 17.0 31.9 - 120 2.000 0.0 0.953 2.157 1 10.2 0.012 cm2 93 Node - 17.0 32.5 - Sch10 3 3.4 0.005 0.118 -70.1 2.7 Cross Main 81 Node - 18.0 32.2 - 120 3.000 18.8 0.433 _ 2E 3.260 22.2 0.049 cm3 100 Node - 14.8 33.4 - Sch10 3 10.2 0.000 0.003 -15.5 0.6 Cross Main 93 Node - 17.0 32.5 - 120 3.000 0.0 0.953 - 3.260 10.2 0.002 cm4 61 Node - 16.0 33.4 - Schlo 4 35.3 0.005 0.170 -134.5 3.0 Cross Main 58 Node - 16.0 33.5 - 120 4.000 0.0 0.000 4.260 35.3 0.062 OmniCADD Hydraulic Calculation Software v. 2.3 March 17, 2006 01:43 PM Encina Water Pollution Control Facility Page: 6 PIPES Start/End Nodes - - Material Size Length Pres.Fr.Loss # HWC Nom.Diam. Eq.Length Fr.Loss Pres Elev.Loss Flow Velocity Type # Type Value Elevation Res.Pres. Discharge Fittings lnt.Diam. Total Length Pres.VeLLoss ft psi gpm ft p _pi ii.P!!L fml I 81 Node - 18.0 32.2 - Sch10 3 9.0 0.005 0.098 -70.1 2.7 Feed Main 82 Node - 9.0 36.2 - 120 3.000 9.4 3.897 __ E 3.260 18.4 0.049 fm2 48 Node - 28.0 28.6 - Schlo 4 65.0 0.005 0.375 -134.5 3.0 Feed Main 47 Node 28.0 29.0 - 120 4.000 13.2 0.000 ____ E 4.260 78.2 0.062 fm3 51 Node - 28.0 29.1 - Sch10 4 8.4 0.005 0.104 134.5 3.0 Feed Main 47 Node - 28.0 29.0 - 120 4.000 13.2 0.000 E 4.260 21.6 0.062 fm4 57 Node - 28.0 28.5 - Sch10 4 22.7 0.005 0.172 15 3.0 Feed Main 48 Node - 28.0 28.6 - 120 4.000 13.2 0.000 E 4.260 35.8 0.062 fm5 52 Node - 1.0 41.2 - Sch10 4 27.0 0.005 0.345 134.5 3.0 Feed Main 51 Node - 28.0 29.1 - 120 4.000 44.8 11.691 BS 4.260 71.8 0.062 fm6 78 Node - 9.0 36.2 - Sch10 4 11.7 0.005 0.119 -134.5 3.0 Feed Main 56 Node - 9.0 36.3 - 120 4.000 13.2 0.000 E 4.260 24.9 0.062 fm7 57 Node - 28.0 28.5 - Sch10 4 12.0 0.005 0.121 134.5 3.0 Feed Main 58 Node - 16.0 33.5 - 120 4.000 13.2 5.196 E 4.260 25.2 0.062 82 Node - 9.0 36.2 Sch10 4 2.0 0.001 0.003 -70.1 1.6 Feed Main 78 Node - 9.0 36.2 - 120 4.000 0.0 0.000 ____ ________ - 4.260 2.0 0.017 ppl 70 Node - 12.0 28.7 - Sch10 1-1/2 2.0 0.133 1.582 -70.1 10.1 Pipe 80 Node - 12.0 30.3 - 120 1.500 9.9 0.000 T 1.682 11.9 0.690 pp2 78 Node - 9.0 36.2 - Sch10 1-1/2 3.0 0.114 1.463 64.3 9.3 Pipe 77 Node - 12.0 33.4 - 120 1.500 9.9 1.299 T 1.682 12.9 0.581 pp3 80 Node - 12.0 30.3 - Schlo 1-1/2 5.0 0.133 1.982 -70.1 10.1 Pipe ' 79 Node - 17.0 30.1 - 120 1.500 9.9 2.165 2E 1 1.682 14.9 0.690 pp4 107 Node - 17.0 31.9 Sch10 1-1/2 3.2 0.133 1.747 70.1 10.1 Pipe 79 Node - 17.0 30.1 - 120 1.500 9.9 0.000 T 1.682 13.1 0.690 pp5 61 Node - 16.0 33.4 - Schlo 4 7.0 0.005 0.097 134.5 3.0 Pipe 56 Node - 9.0 36.3 - 120 4.000 13.2 3.031 E 4.260 20.2 0.062 upl 64 Node - -4.0 55.5 - Ductile 6 9.0 0.001 0.087 134.5 1.4 Underground 45 FPLD 12.0 -4.0 43.5 - 140 6.000 143.3 0.000 4ET14 6.220 152.3 0.014 UP8 120 Node - -4.0 43.4 - Ductile 6 2.5 0.001 0.001 -134.5 1.4 Underground 50 Node - -4.0 43.4 - 140 6.000 0.0 0.000 - 6.220 2.5 0.014 53 Node - 1.0 41.2 - Ductile 6 5.0 0.001 0.015 -134.5 1.4 Underground 120 Node - -4.0 43.4 - 140 6.000 21.1 2.165 _____ E 6.220 26.1 0.014 up4 1 Src [...] -4.0 55.6 250.0 PVC200 6 110.0 0.001 0.104 134.5 1.6 Underground 64 Node - -4.0 55.5 - 150 6.000 41.5 0.000 __ TG 5.840 151.5 3.017 up5 45 FPLD 12.0 -4.0 43.5 - PVC200 6 9.0 0.001 3.006 134.5 1.6 Underground 65 Node - -4.0 43.4 - 150 6.000 0.0 3.000 - 5.840 9.0 3.017 up6 55 Node - -4.0 43.4 - PVC200 6 11.0 0.0013.014 134.5 1.6 Underground 50 Node - -4.0 43.4 - 150 6.000 8.8 0.000 F 5.840 1 19.8 0.017 up7 65 Node -4.0 43.4 - PVC200 6 13.0 0.001 0.015 134.5 1.6 Underground 55 Node - -4.0 43.4 - 150 6.000 8.8 0.000 F 5.840 21.8 0.017 up3 153 Node 1.0 41.2 - Sch10 4 2.5 0.005 0.075 134.5 3.0 Underground ii 52 Node - 1.0 41.2 - 120 4.000 13.2 0.000 E 1 4.260 15.7 1 0.062 OmniCADD Hydraulic Calculation Software v. 2.3