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1601 OAK AVE; ; AS150001; Permit
City of Carlsbad Sprinkler Permit Permit No: AS150001 Job Address: 1601 OAK AV Status: ISSUED Permit Type: SPRINK Applied 1/16/2015 Parcel No: 1562123300 Approved: 1/16/2015 Lot #: Reference No.: Issued: 1/16/2015 PC #: Inspector: Project Title: CARLSBAD 4 NEW 13D RESIDENTIAL FIRE SPRINKLER SYSTEM FOR A NEW 17 D.0 TRACT. Applicant: Owner: N P MECHANICAL INC 9225 STELLAR CT 951667-4220 Fees ($) Add'I Fees ($) Total ($) Balance ($) 280 0 280 0 oj?014 Parsley Consulting 1350 W 9 Suac 206 E0did0, California 9202-5053 Ph6c (760) 74-6][81 eMaih parsleyconsulfincox.ne Wlsitc: h://www.parsleyconsulting.corn January 6, 2015 Fire Code Official City of Carlsbad Fire Department Office of Fire Protection Services 1635 Faraday Avenue Carlsbad, California 92008 Subject: Fire Sprinkler Review for Carsbad 4, Plans 1-4, Carlsbad, CA Dear Sir: We have reviewed the submittal as prepared by NP Mechanical, Inc. Based on our review it is our opinion that the submittal is in substantial conformance with the applicable codes and standards in force at this time, including local adopted ordinances. Further submittal should not he required. Sincerely, PO , )ULTIING Kenneth W. WagoneET Office Manager End (I) Working Drawings - 3 sets Hydraulic Calculations - 3 sets Review Comments Note: A copy of this letter has been transmitted via e-mail to NP Mechanical, Inc. on January 6, 2015 0 File: C:\Plan Reviews\Rev214460.1 .Docx Parsley Consulting Plan Review Comments for Carsbad 4 page 2 of 2 The following comments are for your information and will appear on every residential sprinkler review. The alarm bell must be capable of being heard, above background noise, with doors closed, in all living areas of the residence. This will be checked at final acceptance. Pressure required at base of riser will be verified to be available at time of final acceptance. Sprinkler heads are omitted from bathroom areas under 55 SF in area with noncombustible plumbing fixtures. Fixtures will be verified at final acceptance. Sprinkler head blockage or pattern disruption caused by beams or other obstructions will be verified to not exist at final acceptance inspection. Sprinkler heads should be located the proper distance from heat sources (stoves, kitchen ranges, fireplaces, heat diffusers, etc.) This will be checked at final acceptance inspection. 0 Sprinkler heads located in an unconditioned space (garage, water heater closet, etc.) should be fast response type with an appropriate temperature rating, commercial heads are acceptable in these areas. g) All exposed piping shall be black steel or copper. Concealed piping can be CPVC plastic. * File: C:\Plan Reviews\Rev2 14460.1 .Docx 1 OO7M1QT Test Cocks ALc Job Name Contractor Job Location Approval Engineer - Contractors P.O. No. Approval - Representative Double Check Valve Assemblies Sizes: ½" - 2" Series 007 Double Check Valve Assemblies are designed to protect drinking water supplies from dangerous cross-connec- tions in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fireline, or industrial processing. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AMA Std. C51 0. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Features o Ease of maintenance only one cover Top entry Replaceable seats and seat discs Modular construction Compact design Cast bronze body construction - ½ - 2 Top mounted ball valve test cocks Low pressure drop No special tools required for servicing ½ - 1" have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single bronze or stainless steel access cover secured with stainless steel bolts. The assembly shall also include two resil- ient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series 007. JIP !MI! 1 007M1QT-S Firs' Module The 007 Series features a modular design cop pt which facilitates complete maintenance and assembly y.retaigg the spring load. Now Available WaftsBox Insulated Enclosures. For more information, send for literature ES-WB. Inquire with governing authorities for local installation requirements Watts ~ M7 product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Sorvice, Watts reserves the right to change or modify, product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. 'C Pressure - Temperature 1/211 - 211 Temperature Range: 33°F - 180°F (0.5°C - 820C). Maximum Working Pressure: 175psi (12.1 bar). Standards ASSE Std. 1015, AWWA Std. 0510 IAPMO PS31, CSA B64.5 t"sS,F, Approvals E3 @0 ® N19 t ASSE, A\N\NA, IAPMO, CSA, UPC A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Models LF and S are not listed. UL Classified (LF models only) 3/4" - 2" (except 007M3LF) * Horizontal and vertical flow up" approval on all sizes Suffix: S - bronze strainer LF - without shutoff valves SH - stainless steel ball valve handles HO - 21/2' inlet/outlet fire hydrant fittings (2" valve) Prefix: U - Union connections Dimensions - Weights Models Sizes: ½" - 2" ----------------- - A -------------------------------------------------------- I-A *Subscript 'S = strainer model F G R T A B C D in. in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. tA 00701 ½ 10 254 45/8 117 2,i6 62 - - 5 127 33'a 85 2/is 59 21A6 52 4.5 2 tA 007M30T 3/4 11¼ 282 4 102 3'/a 79 - - 63N 157 37A& 87 21/8 54 '5A& 33 5 2.3 tA 007M101 1 131/4 337 5¼ 130 4 102 - - 7½ 191 3% 85 1"A& 43 1'V16 43 12 5.4 tA 007M20T 1¼ 163/8 416 5 127 3/i6 84 - - 9½ 241 5 127 3 76 2 50 15 6.8 tA 007M201 1½ 163/4 425 47/8 124 31/2 89 - - 91/4 248 5'/I6 148 31/8 79 21V16 68 15.9 7.2 tA 007M101 2 19½ 495 61/4 159 4 102 - - 13% 340 08 156 3ii6 87 21% 68 25.7 11.7 00701-S 1/2 1 13 330 6 152 2/l6 62 3 76 5 127 33/8 85 2/l6 59 2'/16 52 5.5 2.5 007M301-S 3/4 14½ 368 6¼ 156 3'/8 79 3 76 63N 157 3/i6 87 2V8 54 '5A6 33 6.7 3.1 007M101-S 1 17'5Aa 157 731A 197 4 102 31/4 83 71/2 191 3% 85 1IVi& 43 1/16 .. 43 •. 14 6.4 007M20T-S 1/4 21/2 546 [7Y6 179 3/16 84 3½ 83 9½ 241 5 127 3 76 2 50 1 19 8.6 007M20T-S 11/2 25'A6 637, 1 71/iG 179 31/2 89 1 33/4 95 93/4 248 1 5'3/16 148 1 3¼ 79 2 V16 68 19.6 8.9 007M101-S 2 27¼ 692 1 83/4 222 . 4 102 1 4 102 1 13% 340 1 6¼ 156 1 37A6 87 2V16 68 . 33.5 15.2 Suffix HC Fie Hdrant Fittings direnioh 'A 231,h' (594mm) .. .,....,:.,t .. ......... Dimensions - Weights 1 UOO7M1QT in. A in. mm U0070T ½ 1213/16 326 U007M2QT 14 1313/16 350 U007M20T 1 16% 422 U007M2QT 1¼ 20/4 527 U007M2QT 11/2 . 211/2 546 U007M1QT 2 241/2 622 ,. • ...............-.-..'...-'. ......... .................................... . ....... Capacity As complied from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. * Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) ** UL rated flow ½" (15mm) bars psi * .8 1H2 .4 .7 1 2 0) "3 5,) E .1 0 0 2 4 6 8 10 12 gpm 7.6 15.2 22.8 30.4 38 45.6 1pm 5 7.5 10 fps 1.5 2.5 3.0 mps Flow bars psi W (20mm) * 1.5 22 1.2 18 .96 14 0 5 10 15 20 25 30 35 40 45 50 gpm 0 19 30 57 76 55 114 133 152 171 100 1pm 7.5 15 Ips 2.3 4.6 mps Flow 1" (25mm) bars psi 1.1 16 2.8 121 .7 101 0) I .5 8 Th U' Sn .4 61 E.3 41 °-.1 2 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow 1W' (32mm) bars psi * 1 14 12 .7 10 2.5 0 ----- .4 6---- U) - - -.1 2 0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 70 114 152 190 228 266 304 342 380 418 4561pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow ..JET A Watts Wafer Technologies Company 1½" (40mm) bars psi * CL .8 12 2.7 10 0)• ("3 4 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 100 228 68 304 342 380 418 458 1pm 5 7.5 10 15 fps 1.5 2.5 3.0 4.5 trips Flow 2" (50mm) bars psi .8 12 .7 10 4 6 2 _ 0, an.3 4 0) .1 IL 0 0 0 25 50 75 100 125 150 175 200 9pm 0 55 190 285 380 475 570 665 760 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow 4 to SIIIIj'4lIIIflJ USA: Tel: (976) 6881811 • [-ax: (978) 794-1646. www.watts.com 'Cn Tel: (905)332-4090. F: 905) 332-7068 • w.wa11s.ca ES-007 1319 ©2013Watts - - - Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name : CARLSBAD 4 PLAN 1 Building : CALC AREA 1 Location : CARLSBAD, CA System : 1 Contract Data File : PLAN 1 CA-I 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N t ) NP MECHANICAL INC Page CARLSBAD 4 PLAN 1 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 1 Date - 12/29/14 Location - CARLSBAD, CA Building - CALC AREA 1 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - JS Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - +5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make VIKING Model VK 457 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 155 Calculation Gpm Required 33.026 Psi Required 65.256 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 74 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvaer uppiy uurve U NP MECHANICAL INC Page 2 CARLSBAD 4 PLAN 1 Date 12/24/14 City Water Supply: Demand: Cl - Static Pressure : 66.6 Dl - Elevation : 4.548 C2 - Residual Pressure: 18 D2 - System Flow :33.026 C2 - Residual Flow : 1500 D2 - System Pressure : 65.256 Hose ( Demand) D3 - System Demand : 33.026 Safety Margin : 1.302 150 140 130 p120 R 11 E10° - S90 80 u 70 R 60 E 50 40 30 20" 10 . . 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 blitings usea summary NP MECHANICAL INC Page 3 CARLSBAD 4 PLAN 1 Date 12/24/14 Fitting Legend Abbrev. Name ½ 3/4 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 A * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 0 101 0 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP MECHANICAL INC Page 4 CARLSBAD 4 PLAN 1 Date 12/24/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 9.4 na 15.03 0.05 256 7.0 D3 9.0 15.51 na 1 10.0 7.36 na 2 10.0 9.46 na 4 10.0 12.59 na 5 10.0 15.08 na 6 10.0 18.45 na 7 10.0 20.8 na 8 10.0 26.93 na TR 10.0 34.85 na BR 2.0 46.6 na 5.0 X 2.0 48.67 na EL -1.5 51.59 na WM -1.5 57.36 na CM -1.5 65.26 na The maximum velocity is 14.99 and it occurs in the pipe between nodes 2 and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 4 NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 1 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 13.00 0.874 N 7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.362 K Factor = 4.79 D2 15.03 0.874 0 3.0 1.000 9.403 K Factor =4.90 to 150.0 0.0 3.000 -0.433 2 15.03 0.1232 0.0 4.000 0.493 Vet = 8.04 0.0 15.03 9.463 K Factor= 4.89 D3 0.0 0.874 N 7.0 1.000 15.513 to 150.0 0.0 7.000 3.898 3 0.0 0.0 0.0 8.000 0.0 Vel =0 0.0 0.0 19.411 K Factor = 0 1 13.00 0.874 N 7.0 14.250 7.362 to 150.0 R 1.0 8.000 0.0 2 13.0 0.0944 0.0 22.250 2.101 Vet = 6.95 2 15.03 0.874 0 3.0 5.000 9.463 to 150.0 0.0 3.000 0.0 4 28.03 0.3910 - 0.0 8.000 3.128 Vet = 14.99 4 -17.40 0.874 5R 5.0 30.250 12.591 to 150.0 0 3.0 8.000 0.0 5 10.63 0.0651 0.0 38.250 2.489 Vet = 5.68 5 -10.63 0.874 N 7.0 3.167 15.080 to 150.0 0.0 7.000 4.331 3 0.0 0.0 0.0 10.167 0.0 Vet =0 0.0 0.0 19.411 K Factor =0 5 10.63 0.874 813 8.0 40.750 15.080 to 150.0 0 3.0 11.000 0.0 6 10.63 0.0650 0.0 51.750 3.366 Vet = 5.68 6 0.0 0.874 313 3.0 30.250 18.446 to 150.0 0 3.0 6.000 0.0 7 10.63 0.0650 0.0 36.250 2.358 Vel = 5.68 7 -28.03 0.874 1OR 10.0 40.750 20.804 to 150.0 0.0 10.000 0.0 4 -17.4 -0.1618 0.0 50.750 -8.213 Vet = 9.30 0.0 -17.40 12.591 K Factor= -4.90 7 28.03 0.874 R 1.0 7.667 20.804 to 150.0 N 7.0 8.000 0.0 8 28.03 0.3911 0.0 15.667 6.127 Vet= 14.99 8 0.0 0.874 R 1.0 12.250 26.931 to 150.0 N 7.0 8.000 0.0 TR 28.030.3910 0.020.250 7.918 Vel =14.99 TR 0.0 1.101 3R 3.0 8.000 34.849 to 150.0 N 7.0 10.000 9.465 * * Fixed Loss = 6 BR 28.03 0.1270 Fsp 0.0 18.000 2.286 Vet = 9.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 4 - NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 1 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR 5.00 1.055 T 7.768 2.000 46.600 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 33.03 0.2119 0.0 9.768 2.070 VeI= 12.12 X 0.0 1.055 E 3.107 3.500 48.670 to 150.0 0.0 3.107 1.516 EL 33.03 0.2117 0.0 6.607 1.399 Vel = 12.12 EL 0.0 1.265 2E 5.935 60.000 51.585 to 150.0 0.0 5.935 0.0 WM 33.03 0.0875 0.01 65.935 5.770 Vel = 8.43 WM 0.0 1.025 R 1.0 15.000 57.355 to 150.0 0.0 1.000 4.000 * * Fixed Loss = 4 CM 33.03 0.2438 0.0 16.000 3.901 Vel= 12.84 0.0 33.03 65.256 K Factor = 4.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name : CARLSBAD 4 PLAN 1 Building : CALC AREA 2 Location CARLSBAD, CA System : 1 Contract Data File PLAN 1 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL INC Page 1 CARLSBAD 4 PLAN 1 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 1 Location - CARLSBAD, CA Building - CALC AREA 2 Contractor - NP MECHANICAL Calculated By - JS Construction: (X) Combustible OCCUPANCY - LIGHT HAZZARD Date - 12/29/14 System No. - 1 Contract No. - Drawing No. - Non-Combustible Ceiling Height S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK 457 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 25.024 Psi Required 56.847 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 74 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvaier buppiy uurve (J NP MECHANICAL INC Page 2 CARLSBAD 4 PLAN 1 Date 12/24/14 City Water Supply: Demand: 1 Cl - Static Pressure : 66.6 Dl - Elevation : 4.548 C2 - Residual Pressure: 18 D2 - System Flow :25.024 C2 - Residual Flow : 1500 D2 - System Pressure : 56.847 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 9.728 150 140 130 p120 R11° E10° S90 S.80 I32. u 70 60 - E 50 40 - 30 . 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r-r[Iings usea summary NP MECHANICAL INC Page 3 CARLSBAD 4 PLAN 1 Date 12/24/14 Fitting Legend Abbrev. Name ½ 3/4 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp : Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 o 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouphngTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Presure I Flow Summary - STANDARD NP MECHANICAL INC Page 4 CARLSBAD 4 PLAN 1 Date 12/24/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 22.73 na D2 9.0 22.73 na D3 9.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 22.3 na 2 10.0 22.3 na 4 10.0 22.3 na 5 10.0 20.08 na 6 10.0 23.11 na 7 10.0 25.23 na 8 10.0 28.52 na TR 10.0 32.77 na BR 2.0 43.47 na 5.0 X 2.0 44.71 na EL -1.5 47.06 na WM -1.5 50.51 na CM -1.5 56.85 na The maximum velocity is 10.71 and it occurs in the pipe between nodes D3 and 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 1• Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 0.0 0.874 N 7.0 1.000 22.729 to 150.0 0.0 7.000 -0.433 1 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 22.296 K Factor = 0 D2 0.0 0.874 0 3.0 1.000 22.729 to 150.0 0.0 3.000 -0.433 2 0.0 0.0 0.0 4.000 0.0 Vet = 0 0.0 0.0 22.296 K Factor = 0 D3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 3.898 3 20.02 0.2099 0.0 8.000 1.679 Vet= 10.71 0.0 20.02 22.277 K Factor = 4.24 1 0.0 0.874 N 7.0 14.250 22.296 to 150.0 R 1.0 8.000 0.0 2 0.0 0.0 0.0 22.250 0.0 Vet = 0 2 0.0 0.874 0 3.0 5.000 22.296 to 150.0 0.0 3.000 0.0 4 0.0 0.0 -- 0.0 8.000 0.0 Vet = 0 4 -9.98 0.874 513 5.0 30.250 22.296 to 150.0 0 3.0 8.000 0.0 5 -9.98 -0.0579 0.0 38.250 -2.215 Vet = 5.34 5 -10.04 0.874 N 7.0 3.167 20.081 to 150.0 0.0 7.000 4.331 3 -20.02 -0.2100 0.0 10.167 -2.135 VeI= 10.71 0.0 -20.02 22.277 K Factor = -4.24 5 10.04 0.874 8R 8.0 40.750 20.081 to 150.0 0 3.0 11.000 0.0 6 10.04 0.0586 0.0 51.750 3.031 Vet = 5.37 6 0.0 0.874 3R 3.0 30.250 23.112 to 150.0 0 3.0 6.000 0.0 7 10.04 0.0585 0.0 36.250 2.122 Vet = 5.37 7 -20.02 0.874 1OR 10.0 40.750 25.234 to 150.0 0.0 10.000 0.0 4 -9.98 -0.0579 0.0 50.750 -2.938 Vet = 5.34 0.0 -9.98 22.296 K Factor = -2.11 7 20.02 0.874 R 1.0 7.667 25.234 to 150.0 N 7.0 8.000 0.0 8 20.02 0.2099 0.0 15.667 3.289 Vet = 10.71 8 0.0 0.874 A 1.0 12.250 28.523 to 150.0 N 7.0 8.000 0.0 TR 20.02 0.2100 0.0 20.250 4.252 Vet = 10.71 TR 0.0 1.101 311 3.0 8.000 32.775 to 150.0 N 7.0 10.000 9.465 * * Fixed Loss = 6 BR 20.02 0.0682 Fsp 0.0 18.000 1.227 Vet = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,FiraI Calculations - Hazen-Williams NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 1 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR 5.00 1.055 T 7.768 2.000 43.467 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1267 0.0 9.768 1.238 Vel = 9.18 X 0.0 1.055 E 3.107 3.500 44.705 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vel = 9.18 EL 0.0 1.265 2E 5.935 60.000 47.059 to 150.0 0.0 5.935 0.0 WM 25.02 0.0524 0.0 65.935 3.454 Vel = 6.39 WM 0.0 1.025 R 1.0 15.000 50.513 to 150.0 0.0 1.000 4.000 * * Fixed Loss = 4 CM 25.02 0.1459 0.0 16.000 2.334 VeI= 9.73 0.0 25.02 56.847 K Factor = 3.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name : CARLSBAD 4 PLAN 2 Building : CALC AREA 1 Location CARLSBAD, CA System : 1 Contract Data File : PLAN 2 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL INC Page 1 CARLSBAD 4 PLAN 2 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 2 Date - 12/29/14 Location - CARLSBAD, CA Building - CALC AREA 1 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - JS Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK 457 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 32.270 Psi Required 64.645 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 74 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvaier supply uurve U NP MECHANICAL INC Page 2 CARLSBAD 4 PLAN 2 Date 12/24/14 City Water Suppiy: Demand: Cl - Static Pressure : 66.6 Dl - Elevation : 4.548 C2 - Residual Pressure: 18 D2 - System Flow :32.27 C2 - Residual Flow : 1500 D2 - System Pressure : 64.645 Hose ( Demand) D3 - System Demand :32.27 Safety Margin : 1.915 150 :140 130 p120 R11° E10° 590 80 U 70 R 60 E 50 40 20 _ 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 l-rtungs used summary NP MECHANICAL INC Page 3 CARLSBAD 4 PLAN 2 Date 12/24/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC90EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0*. CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 T NFPA 139OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 0 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressire I Flow Summary - NP MECHANICAL INC CARLSBAD 4 PLAN 2 STANDARD Page Date 4 12/24/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 8.48 na 14.27 0.05 256 7.0 D3 19.0 24.71 na 1 10.0 7.36 na 2 10.0 8.5 na 4 10.0 12.12 na 5 20.0 14.11 na 6 20.0 16.52 na 7 20.0 17.73 na 17 20.0 24.73 na 8 20.0 24.73 na 9 20.0 24.74 na 3 20.0 24.27 na 10 20.0 21.87 na 11 20.0 19.94 na 12 20.0 19.2 na 13 20.0 26.82 na 14 20.0 27.15 na 15 10.0 32.66 na 16 10.0 31.49 na IR 10.0 34.9 na BR 2.0 46.54 na 5.0 X 2.0 48.52 na EL -1.5 51.38 na WM -1.5 56.91 na CM -1.5 64.65 na The maximum velocity is 14.58 and it occurs in the pipe between nodes 2 and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 2 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Fe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 13.00 0.874 N 7.0 1.000 7.040 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.362 KFactor= 4.79 D2 14.27 0.874 0 3.0 1.000 8.480 K Factor =4.90 to 150.0 0.0 3.000 -0.433 2 14.27 0.1120 0.0 4.000 0.448 Vel = 7.63 0.0 14.27 8.495 K Factor= 4.90 D3 0.0 0.874 N 7.0 1.000 24.707 to 150.0 0.0 7.000 -0.433 3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 24.274 K Factor = 0 1 13.00 0.874 0 3.0 9.000 7.362 to 150.0 0.0 3.000 0.0 2 13.0 0.0944 0.0 12.000 1.133 Vet = 6.95 2 14.27 0.874 N 7.0 2.750 8.495 to 150.0 0.0 7.000 0.0 4 27.27 0.3718 0.0 9.750 3.625 Vet = 14.58 4 0.0 0.874 N 7.0 10.000 12.120 to 150.0 0.0 7.000 -4.331 5 - 27.27 0.3717 0.0 17.000 6.319 Vet = 14.58 5 0.0 0.874 0 3.0 3.500 14.108 to 150.0 0.0 3.000 0.0 6 27.27 0.3717 0.0 6.500 2.416 Vet = 14.58 6 -10.28 0.874 N 7.0 0.750 16.524 to 150.0 0.0 7.000 0.0 7 16.99 0.1551 0.0 7.750 1.202 Vel = 9.09 7 0.0 0.874 8R 8.0 37.167 17.726 to 150.0 0.0 8.000 0.0 17 16.99 0.1550 0.0 45.167 6.999 VeI= 9.09 17 -16.26 0.874 R 1.0 4.667 24.725 to 150.0 N 7.0 8.000 0.0 8 0.73 0.0005 0.0 12.667 0.006 Vet = 0.39 8 0.0 0.874 R 1.0 13.000 24.731 to 150.0 0.0 1.000 0.0 9 0.73 0.0005 0.0 14.000 0.007 Vet = 0.39 9 -11.01 0.874 R 1.0 6.583 24.738 to 150.0 0.0 1.000 0.0 3 -10.28 -0.0612 0.0 7.583 -0.464 Vel = 5.50 3 0.0 0.874 611 6.0 26.417 24.274 to 150.0 N 7.0 13.000 0.0 10 -10.28 -0.0611 0.0 39.417 -2.408 Vet = 5.50 10 0.0 0.874 5R 5.0 23.583 21.866 to 150.0 0 3.0 8.000. 0.0 11 -10.28 -0.0611 0.0 31.583 -1.930 Vel = 5.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 2 Date 12/24/14 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 0.0 0.874 0 3.0 9.000 19.936 to 150.0 0.0 3.000 0.0 12 -10.28 -0.0611 0.0 12.000 -0.733 VeI= 5.50 12 0.0 0.874 813 8.0 35.833 19.203 to 150.0 0.0 8.000 0.0 6 -10.28 -0.0611 0.0 43.833 -2.679 VeI= 5.50 0.0 -10.28 16.524 K Factor = -2.53 9 11.01 0.874 413 4.0 23.083 24.738 to 150.0 0 3.0 7.000 0.0 13 11.01 0.0694 0.0 30.083 2.087 Vel = 5.89 13 0.0 0.874 0 3.0 1.750 26.825 to 150.0 0.0 3.000 0.0 14 11.01 0.0693 0.0 4.750 0.329 VeI= 5.89 14 0.0 0.874 N 7.0 10.000 27.154 to 150.0 0.0 7.000 4.331 15 11.01 00694 0.0 17.000 1.180 VeI= 5.89 15 0.0 0.874 513 5.0 24.250 32.665 to 150.0 0 3.0 8.000 0.0 TR 11.01 0.0694 0.0 32.250 2.237 Vel = 5.89 0.0 11.01 34.902 K Factor = 1.86 17 16.26 0.874 N 7.0 10.000 24.725 to 150.0 0.0 7.000 4.331 16 -16.26 0.1429 0.0 17.000 2.429 VeI= 8.70 16 0.0 0.874 2R 2.0 18.917 31.485 to 150.0 0 3.0 5.000 0.0 TR 16.26 0.1429 0.0 23.917 3.417 Vel = 8.70 TR 11.01 1.101 313 3.0 8.000 34.902 to 150.0 N 7.0 10.000 9.465 * * Fixed Loss = 6 BR 27.27 0.1208 Fsp 0.0 18.000 2.174 Vel = 9.19 BR 5.00 1.055 T 7.768 2.000 46.541 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 32.27 0.2029 0.0 9.768 1.982 Vel = 11.84 X 0.0 1.055 E 3.107 3.500 48.523 to 150.0 0.0 3.107 1.516 EL 32.27 0.2030 0.0 6.607 1.341 Vel = 11.84 EL 0.0 1.265 2E 5.935 60.000 51.380 to 150.0 0.0 5.935 0.0 WM 32.27 0.0838 0.0 65.935 5.528 Vel = 8.24 WM 0.0 1.025 R 1.0 15.000 56.908 to 150.0 0.0 1.000 4.000 * * Fixed Loss = 4 CM 32.27 0.2336 0.0 16.000 3.737 Vel = 12.55 0.0 32.27 64.645 K Factor = 4.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name CARLSBAD 4 PLAN 2 Building CALC AREA 2 Location : CARLSBAD, CA System : 1 Contract Data File : PLAN 2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N, H. USA 03087 NP MECHANICAL INC Page CARLSBAD 4 PLAN 2 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 2 Location - CARLSBAD, CA Building - CALC AREA 2 Contractor - NP MECHANICAL Calculated By - JS Construction: (X) Combustible OCCUPANCY - LIGHT HAZZARD Date - 12/29/14 System No. - 1 Contract No. - Drawing No. - Non-Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)l ( )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm Listed Pres. at Start Point - 16.7 Psi MAXIMUM LISTED SPACING 20 x 20 Domestic Flow Added - +5 Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - Feet Note: Calculation Gpm Required 25.024 Psi Required 51.228 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 74 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Pump Data: Rated Cap. 8 Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N System Type (X) Wet ( ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make VIKING Model VK 457 Size 7/16 K-Factor 4.9 Temperature Rating 155 vvater oupply uurve NP MECHANICAL INC Page 2 CARLSBAD 4 PLAN 2 Date 12/24/14 City Water Supply: Demand: Cl - Static Pressure : 63 Dl - Elevation : 8.879 C2 - Residual Pressure: 18 D2 - System Flow :25.024 C2 - Residual Flow : 1500 D2 - System Pressure : 51.228 Hose (Demand) D3 - System Demand : 25.024 Safety Margin : 11.749 150 - ____ ______ _______ _________ __________- ____________ _____________ _______________ 140 130 P 120 R11° E 100 S90 S80 u 70 , R D2 E 50 40 30 -- 20 10 ........, -- 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-ittings used summary NP MECHANICAL INC Page 3 CARLSBAD 4 PLAN 2 Date 12/24/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 - 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp ... Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 O* CPVC:TeeBranch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC-CouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP MECHANICAL INC Page 4 CARLSBAD 4 PLAN 2 Date 12/24/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 24.06 na D2 9.0 24.06 na D3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 23.63 na 2 10.0 23.63 na 4 10.0 23.63 na 5 20.0 19.3 na 6 20.0 19.3 na 7 20.0 19.38 na 17 20.0 19.86 na 8 20.0 19.45 na 9 20.0 19.0 na 3 20.0 17.95 na 10 20.0 18.37 na 11 20.0 18.7 na 12 20.0 18.83 na 13 20.0 20.37 na 14 20.0 20.58 na 15 10.0 25.69 na 16 10.0 25.42 na TR 10.0 27.16 na BR 2.0 37.85 na 5.0 X 2.0 39.09 na EL -1.5 41.44 na WM -1.5 44.89 na CM -1.5 51.23 na The maximum velocity is 10.71 and it occurs in the pipe between nodes D3 and 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,jiraI calculations - Hazen-Williams NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 2 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 0.0 0.874 N 7.0 1.000 24.061 to 150.0 0.0 7.000 -0.433 1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 23.628 K Factor = 0 D2 0.0 0.874 0 3.0 1.000 24.061 to 150.0 0.0 3.000 -0.433 2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 23.628 K Factor = 0 D3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 3 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71 0.0 20.02 17.946 K Factor = 4.73 1 0.0 0.874 0 3.0 9.000 23.628 to 150.0 0.0 3.000 0.0 2 0.0 0.0 0.0 12.000 0.0 Vel = 0 2 0.0 0.874 N 7.0 2.750 23.628 to 150.0 0.0 7.000 0.0 4 0.0 0.0 0.0 9.750 0.0 Vel = 0 4 0.0 0.874 N 7.0 10.000 23.628 to 150.0 0.0 7.000 -4.331 5 0.0 0.0 0.0 17.000 0.0 Vel = 0 5 0.0 0.874 0 3.0 3.500 19.297 to 150.0 0.0 3.000 0.0 6 0.0 0.0 0.0 6.500 0.0 Vel = 0 6 4.00 0.874 N 7.0 0.750 19.297 to 150.0 0.0 7.000 0.0 7 4.0 0.0106 0.0 7.750 0.082 Vel = 2.14 7 0.0 0.874 8R 8.0 37.167 19.379 to 150.0 0.0 8.000 0.0 17 4.0 0.0106 0.0 45.167 0.481 Vel = 2.14 17 -11.27 0.874 R 1.0 4.667 19.860 to 150.0 N 7.0 8.000 0.0 8 -7.27 -0.0322 0.0 12.667 -0.408 Vel = 3.89 8 0.0 0.874 R 1.0 13.000 19.452 to 150.0 0.0 1.000 0.0 9 -7.27 -0.0322 0.0 14.000 -0.451 Vel = 3.89 9 -8.76 0.874 A 1.0 6.583 19.001 to 150.0 0.0 1.000 0.0 3 -16.03 -0.1391 0.0 7.583 -1.055 Vel = 8.57 3 20.03 0.874 613 6.0 26.417 17.946 to 150.0 N 7.0 13.000 0.0 10 4.0 0.0107 0.0 39.417 0.420 Vel = 2.14 10 0.0 0.874 5R 5.0 23.583 18.366 to 150.0 0 3.0 8.000 0.0 11 4.0 0.0106 0.0 31.583 0.336 Vel= 2.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Firtl Calculations - Hazen-Williams NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 2 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 0.0 0.874 0 3.0 9.000 18.702 to 150.0 0.0 3.000 0.0 12 4.0 0.0107 0.0 12.000 0.128 Vet = 2.14 12 0.0 0.874 8R 8.0 35.833 18.830 to 150.0 0.0 8.000 0.0 6 4.0 0.0107 0.0 43.833 0.467 Vet= 2.14 0.0 4.00 19.297 K Factor = 0.91 9 8.76 0.874 4R 4.0 23.083 19.001 to 150.0 0 3.0 7.000 0.0 13 8.76 0.0455 0.0 30.083 1.368 Vet = 4.68 13 0.0 0.874 0 3.0 1.750 20.369 to 150.0. 0.0 3.000 0.0 14 8.76 0.0455 0.0 4.750 0.216 Vet = 4.68 14 0.0 0.874 N 7.0 10.000 20.585 to 150.0 0.0 7.000 4.331 15 8.76 0.0455 0.0 17.000 0.773 Vet = 4.68 15 0.0 0.874 5R 5.0 24.250 25.689 to 150.0 0 3.0 8.000 0.0 TR 8.76 0.0455 0.0 32.250 1.466 Vet = 4.68 0.0 8.76 .27.155 K Factor= 1.68 17 11.27 0.874 N 7.0 10.000 19.860 to 150.0 . 0.0 7.000 4.331 16 11.27 0.0724 0.0 17.000 1.231 Vet = 6.03 16 0.0 0.874 2R 2.0 18.917 25.422 to 150.0 0 3.0 5.000 0.0 TR 11.27 0.0725 0.0 23.917 1.733 Vet = 6.03 TR 8.75 1.101 3R 3.0 8.000 27.155 to 150.0 N 7.0 10.000 9.465 * * Fixed Loss = 6 BR 20.02 0.0682 Fsp 0.0 18.000 1.227 Vet = 6.75 BR 5.00 1.055 T 7.768 2.000 37.847 aa = 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1268 0.0 9.768 1.239 Vet = 9.18 X 0.0 1.055 E 3.107 3.500 39.086 to 150.0 0.0 3.107 1.516 EL 25.02 0.1267 0.0 6.607 0.837 Vet = 9.18 EL 0.0 1.265 2E 5.935 60.000 41.439 to 150.0 0.0 5.935 0.0 WM 25.02 0.0524 0.0 65.935 3.454 Vet = 6.39 WM 0.0 1.025 R 1.0 15.000 44.893 to 150.0 0.0 1.000 4.000 * * Fixed Loss = 4 CM 25.02 0.1459 0.0 16.000 2.335 Vet = 9.73 0.0 25.02 51.228 K Factor = 3.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name : CARLSBAD 4 PLAN 3 Building : CALC AREA 1 Location CARLSBAD, CA System : 1 Contract Data File : PLAN 3 CA-I 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL INC Page 1 CARLSBAD 4 PLAN 3 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 3 Date - 12/29/14 Location - CARLSBAD, CA Building - CALC AREA 1 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - JS Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK 457 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 32.041 Psi Required 63.526 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 74 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. 9 Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvaier buppl y uurve U NF MECHANICAL INC Page 2 CARLSBAD 4 PLAN 3 Date 12/24/14 City Water Supply: Demand: Cl - Static Pressure : 66.6 Dl - Elevation : 4.548 C2 - Residual Pressure: 18 D2 - System Flow : 32.041 C2 - Residual Flow : 1500 D2 - System Pressure : 63.526 Hose (Demand) D3 - System Demand : 32.041 Safety Margin : 3.035 150 140 130 p120 R11° E10° S90 80 u 70 60 E 0 40 - 30 20 10 .I I . 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-Itungs useci summary NP MECHANICAL INC CARLSBAD4 PLAN 3 Page 3 Date 12/24/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp : Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N* CPVC 90El? Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0* CPVC.Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values suppied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD t & NP MECHANICAL INC Page 4 CARLSBAD 4 PLAN 3 Date 12/24/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 D2 9.0 4.9 8.21 na 14.04 0.05 256 7.0 D3 9.0 27.32 na 1 10.0 7.36 na 2 10.0 8.21 na 4 10.0 12.33 na 5 20.0 14.22 na 6 20.0 16.48 na 7 20.0 17.44 na 9 20.0 20.8 na 10 20.0 22.36 na 11 20.0 22.55 na 12 20.0 22.55 na 13 10.0 26.88 na 14 20.0 26.08 na 16 20.0 26.11 na 18 20.0 23.82 na 19 20.0 18.09 na 15 20.0 27.29 na 17 20.0 27.66 na 20 10.0 32.64 na TR 10.0 33.98 na BR 2.0 46.59 na 5.0 X 2.0 48.54 na EL -1.5 51.38 na WM -1.5 56.84 na CM -1.5 63.53 na The maximum velocity is 14.46 and it occurs in the pipe between nodes 2 and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 3 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 13.00 0.874 N 7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.362 K Factor = 4.79 D2 14.04 0.874 0 3.0 1.000 8.210 K Factor =4.90 to 150.0 0.0 3.000 -0.433 2 14.04 0.1088 0.0 4.000 0.435 Vel = 7.51 0.0 14.04 8.212 K Factor = 4.90 D3 0.0 0.874 N 7.0 1.000 27.316 to 150.0 0.0 7.000 3.898 3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 31.214 K Factor =0 1 13.00 0.874 R 1.0 8.000 7.362 to 150.0 0.0 1.000 0.0 2 13.0 0.0944 0.0 9.000 0.850 Vel = 6.95 2 14.04 0.874 N 7.0 4.250 8.212 to 150.0 0.0 7.000 0.0 4 27.04 0.3660 0.0 11.250 4.117 Vel= 14.46 4 0.0 0.874 N 7.0 10.000 12.329 to 150.0 0.0 7.000 -4.331 5 27.04 0.3660 - 0.0 17.000 6.222 Vel = 14.46 5 0.0 0.874 0 3.0 3.167 14.220 to 150.0 0.0 3.000 0.0 6 27.04 0.3660 0.0 6.167 2.257 Vel = 14.46 6 -15.15 0.874 0 3.0 9.000 16.477 to 150.0 0.0 3.000 0.0 7 _11.890.0800 0.012.000 0.960 Vel =6.36 7 0.0 0.874 413 4.0 32.000 17.437 to 150.0 20 6.0 10.000 0.0 9 11.89 0.0800 0.0 42.000 3.361 Vel = 6.36 9 0.0 0.874 N 7.0 12.500 20.798 to 150.0 0.0 7.000 0.0 10 11.89 0.0801 0.0 19.500 1.561 Vel = 6.36 10 0.0 0.874 R 1.0 1.417 22.359 to 150.0 0.0 1.000 0.0 11 11.89 0.0799 0.0 2.417 0.193 VeI= 6.36 11 -11.89 0.874 N 7.0 1.333 22.552 to 150.0 0.0 7.000 0.0 12 0.0 0.0 0.0 8.333 0.0 Vel = 0 12 0.0 0.874 N 7.0 10.000 22.552 to 150.0 0.0 7.000 4.331 13 0.0 0.0 0.0 17.000 0.0 Vel = 0 13 0.0 0.874 EqI 2.013 10.000 26.883 to 150:0 0.0 2.013 4.331 3 0.0 0.0 0.0 12.013 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Oalculations - Hazen-Williams NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 3 Date 12/24/14 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 0.0 31.214 K Factor =0 11 11.89 0.874 911 9.0 32.083 22.552 to 150.0 0 3.0 12.000 0.0 14 11.89 0.0800 0.0 44.083 3.528 VeI= 6.36 14 -1.72 0.874 2N 14.0 6.167 26.080 to 150.0 0.0 14.000 0.0 15 . 10.17 0.0599 0.0 20.167 1.208 Vel = 5.44 0.0 10.17 . 27.288 K Factor = 1.95 14 1.72 0.874 2R 2.0 10.167 26.080 to 150.0 0.0 2.000 0.0 16 1.72 0.0022 0.0 12.167 0.027 Vel = 0.92 16 15.15 0.874 N 7.0 3.167 26.107 to 150.0 0.0 7.000 0.0 17 16.87 0.1529 0.0 10.167 1.555 Vel = 9.02 0.0 16.87 27.662 KFactor= 3.21 16 -15.15 0.874 2R 2.0 13.250 26.107 to 150.0 0 3.0 5.000 0.0 18 -15.15 -0.1253 0.0 18.250 -2.287 Vel = 8.10 18 0.0 0.874 7R 7.0 35.750 23.820 to 150.0 0 3.0 10.000 0.0 19 -15.15 -0.1254 0.0 45.750 -5.735 VeI= 8.10 19 0.0 0.874 213 2.0 10.833 18.085 to 150.0 0.0 2.000 0.0 6 -15.15 -0.1253 -- 0.0 12.833 -1.608 Vel= 8.10 0.0 -15.15 16.477 K Factor= -3.73 15 10.17 0.874 N 7.0 10.000 27.288 to 150.0 0.0 7.000 4.331 20 10.17 0.0599 0.0 17.000 1.019 Vel = 5.44 0.0 10.17 32.638 KFactor= 1.78 17 16.87 0.874 0 3.0 10.000 27.662 to 150.0 0.0 3.000 4.331 TR 16.87 0.1.529 0.0 13.000 1.988 VeI= 9.02 0.0 16.87 33.981 K Factor = 2.89 20 10.17 0.874 R 1.0 15.417 32.638 to 150.0 20 6.0 7.000 0.0 TR 10.17 0.0599 0.0 22.417 1.343 Vel= 5.44 TR 16.87 1.101 3R 3.0 8.000 33.981 to 150.0 N 7.0 10.000 10.465 * * Fixed Loss = 7 BR 27.04 0.1189 Fsp 0.0 18.000 2.140 Vel = 9.11 BR. 5.00 1.055 T 7.768 2.000 46.586 Qa = 5.00 to . 150.0 0.0 7.768 0.0 X . 32.04 0.2002 0.0 9.768 1.956 Vel = 11.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F,naIaIcuJations - Hazen-Williams NP MECHANICAL INC Page 7 CARLSBAD 4 PLAN 3 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn X 0.0 1.055 E 3.107 3.500 48.542 to 150.0 0.0 3.107 1.516 EL 32.04 0.2004 0.0 6.607 1.324 Vel = 11.76 EL 0.0 1.265 2E 5.935 60.000 51.382 to 150.0 0.0 5.935 0.0 WM 32.04 0.0827 0.0 65.935 5.455 Vet = 8.18 WM 0.0 1.025 313 3.0 15.000 56.837 to 150.0 0.0 1.000 3.000 * * Fixed Loss = 3 CM 32.04 0.2306 0.0 16.000 3.689 Vel = 12.46 0.0 32.04 63.526 K Factor = 4.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name : CARLSBAD 4 PLAN 3 Building : CALC AREA 2 Location CARLSBAD, CA System : 1 Contract Data File : PLAN 3 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL INC CARLSBAD 4 PLAN 3 Page 1 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 3 Date - 12/29/14 Location - CARLSBAD, CA Building - CALC AREA 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - JS Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK 457 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 25.024 Summary C-Factor Used: Psi Required Overhead 56.276 At Test Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 9 Psi Elev. E Static (Psi) - 74 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvaier buppy curve U NP MECHANICAL INC Page 2 CARLSBAD 4 PLAN 3 Date 12/24/1 4 City Water Supply: Demand: Cl - Static Pressure : 66.6 Dl - Elevation : 4.548 C2 - Residual Pressure: 18 D2 - System Flow :25-024 C2 - Residual Flow : 1500 D2 - System Pressure : 56.276 Hose ( Demand) D3 - System Demand : 25.024 Safety Margin : 10.299 150 140 130 p120 R 10 E°° S90 s80 u70 :i 60 - E 50 40 -- 30 20 10 D.1 . .......... 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1-ittings Used Summary NP MECHANICAL INC Page 3 CARLSBAD 4 PLAN 3 Date 12/24/14 --------==-=-----------=- - Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp. Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP MECHANICAL INC CARLSBAD 4 PLAN 3 Page Date 4 12/24/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 28.44 na D2 9.0 28.44 na D3 9.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 28.0 na 2 10.0 28.0 na 4 10.0 28.0 na 5 20.0 23.67 na 6 20.0 23.67 na 7 20.0 23.32 na 9 20.0 22.1 na 10 20.0 21.53 na 11 20.0 21.46 na 12 20.0 19.71 na 13 10.0 20.47 na 14 20.0 25.69 na 16 20.0 25.92 na 18 20.0 25.38 na 19 20.0 24.05 na 15 20.0 26.43 na 17 20.0 26.78 na 20 10.0 31.38 na TR 10.0 32.2 na BR 2.0 43.9 na 5.0 X 2.0 45.13 na EL -1.5 47.49 na WM -1.5 50.94 na CM -1.5 56.28 na The maximum velocity is 10.71 and it occurs in the pipe between nodes D3 and 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 3 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 0.0 0.874 N 7.0 1.000 28.437 to 150.0 0.0 7.000 -0.433 - 1 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 28.004 K Factor = 0 D2 0.0 0.874 0 3.0 1.000 28.437 to 150.0 0.0 3.000 -0.433 2 0.0 0.0 0.0 4.000 0.0 Vet = 0 0.0 0.0 28.004 K Factor = 0 D3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 3.898 3 20.02 0.2099 0.0 8.000 1.679 Vet = 10.71 0.0 20.02 22.277 K Factor = 4.24 1 0.0 0.874 R 1.0 8.000 28.004 to 150.0 0.0 1.000 0.0 2 0.0 0.0 0.0 9.000 0.0 Vet = 0 2 0.0 0.874 N 7.0 4.250 28.004 to 150.0 0.0 7.000 0.0 4 0.0 0.0 0.0 11.250 0.0 Vet = 0 4 0.0 0.874 N 7.0 10.000 28.004 to 150.0 0.0 7.000 -4.331 5 0.0 0.0 0.0 - 17.000 0.0 Vet = 0 5 0.0 0.874 0 3.0 3.167 23.673 to 150.0 0.0 3.000 0.0 6 0.0 0.0 0.0 6.167 0.0 Vet = 0 6 -6.89 0.874 0 3.0 9.000 23.673 to 150.0 0.0 3.000 0.0 7 -6.89 -0.0292 0.0 12.000 -0.351 Vet = 3.68 7 0.0 0.874 413 4.0 32.000 23.322 to 150.0 20 6.0 10.000 0.0 9 -6.89 -0.0292 0.0 42.000 -1.226 Vet = 3.68 9 0.0 0.874 N 7.0 12.500 22.096 to 150.0 0.0 7.000 0.0 10 -6.89 -0.0292 0.0 19.500 -0.570 Vet = 3.68 10 0.0 0.874 R 1.0 1.417 21.526 to 150.0 0.0 1.000 0.0 11 -6.89 -0.0290 0.0 2.417 -0.070 Vel= 3.68 11 -13.13 0.874 N 7.0 1.333 21.456 to 150.0 0.0 7.000 0.0 12 -20.02 -0.2100 0.0 8.333 -1.750 Vet= 10.71 12 0.0 0.874 N 7.0 10.000 19.706 to 150.0 0.0 7.000 4.331 13 -20.02 -0.2099 0.0 17.000 -3.569 Vet = 10.71 13 0.0 0.874 Eqt 2.013 10.000 20.468 to 150.0 0.0 2.013 4.331 3 -20.02 -0.2099 0.0 12.013 -2.522 Vet= 10.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 3 Date 12/24/14 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -20.02 22.277 K Factor = -4.24 11 13.13 0.874 913 9.0 32.083 21.456 to 150.0 0 3.0 12.000 0.0 14 13.13 0.0961 0.0 44.083 4.238 Vel = 7.02 14 -5.35 0.874 2N 14.0 6.167 25.694 to 150.0 0.0 14.000 0.0 15 7.78 0.0366 0.0 20.167 0.738 Vel = 4.16 0.0 7.78 26.432 K Factor = 1.51 14 5.35 0.874 211 2.0 10.167 25.694 to 150.0 0.0 2.000 0.0 16 5.35 0.0182 0.0 12.167 0.222 Vel = 2.86 16 6.89 0.874 N 7.0 3.167 25.916 to 150.0 0.0 7.000 0.0 17 12.24 0.0845 0.0 10.167 0.859 Vel= 6.55 0.0 12.24 26.775 K Factor.= 2.37 16 -6.89 0.874 211 2.0 13.250 25.916 to 150.0 0 3.0 5.000 0.0 18 -6.89 -0.0292 0.0 18.250 _-0.533 Vel = 3.68 18 0.0 0.874 7R 7.0 35.750 25.383 to 150.0 0 3.0 10.000 0.0 19 - -6.89 -0.0292 -0.045.750-1.336 _Vel =3.68 19 0.0 0.874 2R 2.0 10.833 24.047 to 150.0 0.0 2.000 0.0 6 -6.89 -0.0291 0.0 12.833 -0.374 Vel = 3.68 0.0 -6.89 23.673 K Factor = -1 .42 15 7.78 0.874 N 7.0 10.000 26.432 to 150.0 0.0 7.000 4.331 20 7.78 0.0365 0.0 17.000 0.621 Vel = 4.16 0.0 7.78 31.384 K Factor = 1 .39 17 12.24 0.874 0 3.0 10.000 26.775 to 150.0 0.0 3.000 4.331 TR 12.24 0.0845 0.0 13.000 1.098 Vel= 6.55 0.0 12.24 32.204 K Factor= 2.16 20 7.78 0.874 R 1.0 15.417 31.384 to 150.0 20 6.0 7.000 0.0 TR 7.78 0.0366 0.0 22.417 0.820 Vel = 4.16 TR 12.24 1.101 3R 3.0 8.000 32.204 to 150.0 N 7.0 10.000 10.465 * * Fixed Loss = 7 BR 20.02 0.0682 Fsp 0.0 18.000 1.227 Vel = 6.75 BR 5.00 1.055 T 7.768 2.000 43.896 Qa= 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1268 0.0 9.768 1.239 Vel = 9.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final .Calculations - Hazen-Williams NP MECHANICAL INC Page 7 CARLSBAD 4 PLAN 3 Date 12/24/14 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. .1c..or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn X 0.0 1.055 E 3.107 3.500 45.135 to 150.0 0.0 3.107 1.516 EL 25.02 0.1267 0.0 6.607 0.837 VeI= 9.18 EL 0.0 1.265 2E 5.935 60.000 47.488 to 150.0 0.0 5.935 0.0 WM 25.02 0.0524 0.0 65.935 3.454 Vel = 6.39 WM 0.0 1.025 311 3.0 15.000 50.942 to 150.0 0.0 1.000 3.000 * * Fixed Loss 3 CM 25.02 0.1459 0.0 16.000 2.334 Vel= 9.73 0.0 25.02 56.276 K Factor = 3.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 [11 - - - Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name : CARLSBAD 4 PLAN 4 Building : CALC AREA 1 Location CARLSBAD, CA System : 1 Contract Data File PLAN 4 CAl 16X16WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL INC CARLSBAD 4 PLAN 4 Page 1 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 4 Date - 12/29/14 Location - CARLSBAD, CA Building - CALC AREA 1 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - JS Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK 457 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 31.103 Psi Required 53.929 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 74 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvater buppiy uurve U NP MECHANICAL INC Page 2 CARLSBAD 4 PLAN 4 Date 12/24/14 City Water Supply: Demand: Cl - Static Pressure : 66.6 Dl - Elevation : 4.548 C2 - Residual Pressure: 18 D2 - System Flow : 31.103 C2 - Residual Flow : 1500 D2 - System Pressure : 53.929 Hose ( Demand) D3 - System Demand : 31-103 Safety Margin : 12.634 150 140 130 p120 R 11 E10° S90 80 --Cl- U 7 60 E 5° 40 - 30 _ 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Httfngs used Summary NP MECHANICAL INC Page 3 - CARLSBAD 4 PLAN 4 Date 12/24/14 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP MECHANICAL INC CARLSBAD 4 PLAN 4 Page Date 4 12/24/14 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Dl 9.0 4.9 7.04 na 13.0 0.05 256 7.04 02 9.0 4.9 7.15 na 13.1 0.05 256 7.0 D3 9.0 15.12 na 1 10.0 7.36 na 2 10.0 7.1 na 4 10.0 8.46 na 5 20.0 9.96 na 3 20.0 10.36 na 6 20.0 11.03 na 7 20.0 12.58 na 8 20.0 13.28 na 9 20.0 14.01 na 10 20.0 16.35 na 12 20.0 17.49 na 13 20.0 18.03 na 15 20.0 17.73 na 16 20.0 18.2 na 17 10.0 23.65 na 18 10.0 23.97 na 14 20.0 19.17 na TR 10.0 25.18 na BR 2.0 37.65 na 5.0 X 2.0 39.51 na EL -1.5 42.27 na WM -1.5 47.44 na CM -1.5 53.93 na The maximum velocity is 13.96 and it occurs in the pipe between nodes 4 and 5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaICaIcuIations - Hazen-Williams NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 4 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn Dl 13.00 0.874 N .7.0 1.000 7.040 K Factor =4.90 to 150.0 0.0 7.000 -0.433 1 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.362 K Factor = 4.79 D2 13.10 0.874 0 3.0 1.000 7.149 K Factor =4.90 to 150.0 0.0 3.000 -0.433 2 13.1 0.0958 0.0 4.000 0.383 Vet = 7.01 0.0 13.10 7.099 K Factor = 4.92 D3 0.0 0.874 N 7.0 1.000 15.124 to 150.0 0.0 7.000 -4.764 3 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 10.360 K Factor = 0 1 13.00 0.874 N 7.0 4.667 7.362 to 150.0 0.0 7.000 0.0 4 13.0 0.0945 0.0 11.667 1.102 VeI= 6.95 0.0 13.00 - 8.464 K Factor = 4.47 2 13.10 0.874 N 7.0 7.250 7.099 to 150.0 0.0 7.000 0.0 413.10.0958 -0.014.250 1.365 _Vet =7.01 4 13.00 0.874 N 7.0 10.000 8.464 to 150.0 0.0 7.000 -4.331 5 26.1 0.3428 0.0 17.000 5.828 Vet= 13.96 5 -16.84 0.874 R 1.0 6.917 9.961 to 150.0 0.0 1.000 0.0 3 9.26 0.0504 0.0 7.917 0.399 Vet = 4.95 3 0.0 0.874 R 1.0 9.250 10.360 to 150.0 0 3.0 4.000 0.0 6 9.26 0.0504 0.0 13.250 0.668 Vet = 4.95 6 0.0 0.874 4R 4.0 23.750 11.028 to 150.0 0 3.0 7.000 0.0 7 9.26 0.0504 0.0 30.750 1.550 Vel = 4.95 7 0.0 0.874 R 1.0 10.000 12.578 to 150.0 0 3.0 4.000 0.0 8 9.26 0.0504 0.0 14.000 0.706 Vet = 4.95 8 0.0 0.874 R 1.0 10.333 13.284 to 150.0 0 3.0 4.000 0.0 9 9.26 0.0504 0.0 14.333 0.722 Vet = 4.95 9 0.0 0.874 7R 7.0 36.500 14.006 to 150.0 0 3.0 10.000 0.0 10 9.26 0.0504 0.0 46.500 2.344 Vet = 4.95 10 0.0 0.874 R 1.0 15.667 16.350 to 150.0 20 6.0 7.000 0.0 12. 9.26 0.0504 0.0 22.667 1.143 Vet = 4.95 12 0.0 0.874 211 2.0 8.667 17.493 to 150.0 0.0 2.000 0.0 13 9.26 0.0503 0.0 .10.667. .. .. 0.537 Vet = 4.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final ,Calculations - Hazen-Williams NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 4 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 6.18 0.874 N 7.0 1.750 18.030 to 150.0 0.0 7.000 0.0 14 15.44 0.1298 0.0 8.750 1.136 Vel = 8.26\ 0.0 15.44 19.166 K Factor= 3.53 13 -6.18 0.874 2R 2.0 10.417 18.030 to 150.0 0.0 2.000 0.0 15 -6.18 -0.0238 0.0 12.417 -0.296 Vel = 3.30 15 16.84 0.874 0 3.0 4.167 17.734 to 150.0 0.0 3.000 0.0 16 10.66 0.0654 0.0 7.167 0.469 Vel = 5.70 0.0 10.66 18.203 K Factor = 2.50 15 -16.84 0.874 hR 11.0 40.000 17.734 to 150.0 0.0 11.000 0.0 5 -16.84 -0.1524 0.0 51.000 -7.773 Vel = 9.01 0.0 -16.84 - 9.961 K Factor = -5.34 16 10.66 0.874 N 7.0 10.000 18.203 to 150.0 0.0 7.000 4.331 17 10.660.0655 -0.017.000 1.113 Vel =5.70 17 0.0 0.874 0 3.0 1.917 23.647 to 150.0 0.0 3.000 0.0 18 10.66 0.0653 0.0 4.917 0.321 Vel = 5.70 18 0.0 0.874 R 1.0 14.583 23.968 to 150.0 0 3.0 4.000 0.0 TR 10.66 0.0654 0.0 18.583 1.216 VeI= 5.70 0.0 10.66 25.184 K Factor= 2.12 14 15.44 0.874 0 3.0 10.000 19.166 to 150.0 0.0 3.000 4.331 TR 15.44 0.1298 0.0 13.000 1.687 Vel = 8.26 TR 10.66 1.101 3R 3.0 8.000 25.184 to 150.0 N 7.0 10.000 10.465 * * Fixed Loss = 7 BR 26.1 0.1113 Fsp 0.0 18.000 2.004 Vel= 8.80 BR 5.00 1.055 T 7.768 2.000 37.653 Oa = 5.00 to 150.0 0.0 7.768 0.0 X 31.1 0.1896 0.0 9.768 1.852 Vel = 11.41 X 0.0 1.055 E 3.107 3.500 39.505 to 150.0 0.0 3.107 1.516 EL 31.1 0.1896 0.0 6.607 1.253 VeI= 11.41 EL 0.0 1.265 2E 5.935 60.000 42.274 to 150.0 0.0 5.935 0.0 WM 31.1 0.0783 0.0 65.935 5.164 Vel = 7.94 WM 0.0 1.025 3R 3.0 15.000 47.438 to 150.0 0.0 1.000 3.000 * * Fixed Loss = 3 CM 31.1 0.2182 0.0 1.000 3.491 Vel = 12.09 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 7 CARLSBAD 4 PLAN 4 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31.10 53.929 K Factor= 4.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design NP MECHANICAL INC 9064 PULSAR COURT Your Street Address 2 CORONA CA 92883 (951) 667-4220 Job Name : CARLSBAD 4 PLAN 4 Building CALC AREA 2 Location : CARLSBAD, CA System 1 Contract Data File : PLAN 4 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL INC Page CARLSBAD 4 PLAN 4 Date 12/24/14 HYDRAULIC DESIGN INFORMATION SHEET Name - CARLSBAD 4 - PLAN 4 Date - 12/29/14 Location - CARLSBAD, CA Building - CALC AREA 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - JS Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - +5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make VIKING Model VK 457 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 25.024 Psi Required 53.377 At Test Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 6 Psi Elev. E Static (Psi) - 74 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - --- P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvaier DUppIy uurve U NP MECHANICAL INC CARLSBAD 4 PLAN 4 Page 2 Date 12/24/14 City Water Suppiy: Demand: Cl Static Pressure : 66.6 Dl - Elevation : 8.879 02 - Residual Pressure: 18 D2 - System Flow : 25.024 C2 - Residual Flow : 1500 D2 - System Pressure : 53.377 Hose ( Demand) _ D3 - System Demand : 25.024 Safety Margin : 13.198 150 140 130 p120 R11° E10° 90 80 C1 U 70 R 60 D2 E 50 40 - .... 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r-iiungs usea summary NP MECHANICAL INC Page 3 CARLSBAD 4 PLAN 4 Date 12/24/14 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 O CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 0 A * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Presure I Flow Summary - STANDARD 0. NP MECHANICAL INC Page 4 CARLSBAD 4 PLAN 4 Date 12/24/14 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Dl 9.0 23.4 na D2 9.0 23.4 na D3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 1 10.0 22.97 na 2 10.0 22.97 na 4 10.0 22.97 na 5 20.0 18.64 na 3 20.0 17.95 na 6 20.0 18.41 na 7 20.0 19.48 na 8 20.0 19.96 na 9 20.0 20.46 na 10 20.0 22.08 na 12 20.0 22.86 na 13 20.0 23.23 na 15 20.0 23.08 na 16 20.0 23.37 na 17 10.0 28.37 na 18 10.0 28.57 na 14 20.0 23.93 na TR 10.0 29.3 na BR 2.0 40.0 na 5.0 X 2.0 41.24 na EL -1.5 43.59 na WM -1.5 47.04 na CM -1.5 53.38 na The maximum velocity is 10.71 and it occurs in the pipe between nodes D3 and 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL INC Page 5 CARLSBAD 4 PLAN 4 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Dl 0.0 0.874 N 7.0 1.000 23.400 to 150.0 0.0 7.000 -0.433 1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.967 K Factor = 0 D2 0.0 0.874 0 3.0 1.000 23.400 to 150.0 0.0 3.000 -0.433 2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 22.967 K Factor = 0 D3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 3 20.02 0.2099 0.0 8.000 1.679 Vel= 10.71 0.0 20.02 17.946 K Factor = 4.73 1 0.0 0.874 N 7.0 4.667 22.967 to 150.0 0.0 7.000 0.0 4 0.0 0.0 0.0 11.667 0.0 Vel = 0 0.0 0.0 22.967 K Factor = 0 2 0.0 0.874 N 7.0 7.250 22,967 to 150.0 0.0 7.000 0.0 4 0.0 0.0 0.0 14.250 0.0 Vel = 0 4 0.0 0.874 N 7.0 10.000 22.967 to 150.0 0.0 7.000 -4.331 5 0.0 0.0 0.0 17.000 0.0 Vel = 0 5 -12.45 0.874 R 1.0 6.917 18.636 to 150.0 0.0 1.000 0.0 3 -12.45 -0.0872 0.0 7.917 -0.690 Vel = 6.66 3 20.02 0.874 R 1.0 9.250 17.946 to 150.0 0 3.0 4.000 0.0 6 7.57 0.0348 0.0 13.250 0.461 Vel = 4.05 6 0.0 0.874 413 4.0 23.750 18.407 to 150.0 0 3.0 7.000 0.0 7 7.57 0.0347 0.0 30.750 1.068 Vel = 4.05 7 0.0 0.874 R 1.0 10.000 19.475 to 150.0 0 3.0 4.000 0.0 8 7.57 0.0348 0.0 14.000 0.487 Vel = 4.05 8 0.0 0.874 R 1.0 10.333 19.962 to 150.0 0 3.0 4.000 0.0 9 7.57 0.0347 0.0 14.333 0.498 Vel = 4.05 9 0.0 0.874 713 7.0 36.500 20.460 to 150.0 0 3.0 10.000 0.0 10 7.57 0.0348 0.0 46.500 1.616 Vel = 4.05 10 0.0 0.874 R 1.0 15.667 22.076 to 150.0 20 6.0 7.000 0.0 12 7.57 ' 0.0347 :. 0.0 22.667 0.787 Vel = 4.05 12 .. 0.0 0.874 2R 2.0 8.667 22.863 to 150.0 0.0 2.000 0.0 13 .... 7.57 ....0.0348 0.0 10.667 .0.371 .. .. Ve!=. 4.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final, Calculations - Hazen-Williams NP MECHANICAL INC Page 6 CARLSBAD 4 PLAN 4 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 13 4.32 0.874 N 7.0 1.750 23.234 to 150.0 0.0 7.000 0.0 14 11.89 0.0800 0.0 8.750 0.700 Vet = 6.36 0.0 11.89 23.934 K Factor = 2.43 13 -4.31 0.874 2R 2.0 10.417 23.234 to 150.0 0.0 2.000 0.0 15 -4.31 -0.0122 0.0 12.417 -0.152 Vet = 2.30 15 12.45 0.874 0 3.0 4.167 23.082 to 150.0 0.0 3.000 0.0 16 8.14 0.0396 0.0 7.167 0.284 Vet = 4.35 0.0 8.14 23.366 K Factor= 1.68 15 -12.45 0.874 hR 11.0 40.000 23.082 to 150.0 0.0 11.000 0.0 5 -12.45 -0.0872 0.0 51.000 -4.446 Vet = 6.66 0.0 -12.45 18.636 K Factor = -2.88 16 8.14 0.874 N 7.0 10.000 23.366 to 150.0 0.0 7.000 4.331 17 8.14 0.0397 0.0 17.000 0.675 Vet = 4.35 17 0.0 0.874 0 3.0 1.917 28.372 to 150.0 0.0 3.000 0.0 18 8.14 0.0397 0.0 4.917 0.195 Vet = 4.35 18 0.0 0.874 R 1.0 14.583 28.567 to 150.0 0 3.0 4.000 0.0 TR 8.14 0.0397 0.0 18.583 0.737 Vet= 4.35 0.0 8.14 29.304 K Factor= 1.50 14 11.89 0.874 0 3.0 10.000 23.934 to 150.0 0.0 3.000 4.331 TA 11.89 0.0799 0.0 13.000 1.039 Vet= 6.36 TR 8.13 1.101 3R 3.0 8.000 29.304 to 150.0 N 7.0 10.000 9.465 * * Fixed Loss = 6 BR 20.02 0.0682 Fsp 0.0 18.000 1.228 Vet = 6.75 BR 5.00 1.055 T 7.768 2.000 39.997 Qa = 5.00 to 150.0 0.0 7.768 0.0 X 25.02 0.1267 0.0 9.768 1.238 Vet = 9.18 X 0.0 1.055 E 3.107 3.500 41.235 to 150.0 0.0 3.107 1.516 EL 25.02 0.1268 0.0 6.607 0.838 Vet = 9.18 EL 0.0 1.265 2E 5.935 60.000 43.589 to 150.0 0.0 5.935 0.0 WM 25.02 0.0524 0.0 65.935 3.453 Vet = 6.39 WM 0.0 1.025 R 1.0 15.000 47.042 to 150.0 0.0 1.000 4.000 * * Fixed Loss = 4 CM 25.02 0.1459 0.0 16.000 2.335 : Vet = 9.73 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations Hazen-Williams NP MECHANICAL INC Page 7 CARLSBAD 4 PLAN 4 Date 12/24/14 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 25.02 53.377 K Factor = 3.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087