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7111 SITIO DESTINO; ; AS120096
7/15/24,4:10 PM AS120096 Permit Data City of Carlsbad Sprinkler Permit Job Address: 7111 SITIO DESTINO Permit Type: SPRINK Parcel No: 2238511600 Lot #: 0 Reference No.: Permit No: AS120096 Status: APPROVED Applied 8/29/2012 Approved: 8/31/2012 Issued: 8/31/2012 PC #: Inspector: Project Title: 7111 SITIO DESTINO-NEW RE'S New SFD 13-D sprinkler system Applicant: Owner: KPS FIRE SPRINKLERS PULTE HOME CORP 760 S. ROCHESTER ST STE B ONTARIO, CA 27101 PUERTA REAL #300 MISSION VIEJO CA 909-980-9222 Fees ($) Add'I Fees ($) Tot ($) Balance ($) 458 0 458 0 about:blank 1/1 NE C &,f22S3 I fc2t q7 T7 7? VALLECITOS WATER DISTRIC APLISL!C AGENCY 201 VaHecitos de Oro • San Marcos, CaUfornia ' 92069143 August 10, 2012 ~Ps- 1a 7(, 0 S 4iz,S q'1'/ ~-,5--) F? / tia35 Tele (760) 744-0460 phon o ifo 1 3/ Sandy Adams KIDS Fire Sprinklers • RE: PULTE HOMES —LA COSTA OAKS 7111, 7131, 71239 7122, 7126, 7138 & 7146 Sftlo Destino and 3498 Carte Fortuna L-O This project is served by this District's 750 pressure: zone (750' HGL). Elevations on the street range from 470 to 500'. Therefore, you canexpect static pressures of 121 psi to 108 psi respectively. Please contact us if you have any questions, Sincereiy, VALLECITOS WATER DISTRICT Eileen Koonce Engineering Technician III Cc: Project file 4$c O' 7/u Jt4 '( - ----7 # & '17 7I I k712 ( L1ii z\ T O \ 9f? C 1 P-0 151 FAX numbers by Department: Administrallon (760) 744-2736; Engi7eeñnq(760) 744507 Finnce (760) 744-S989; Meadowlark Water Reclamation Facility (760) 7442435, Operations/Maintenance (760) 744-5246 Q_rnH' ,vp,r r,rr, ,h+fn 4AMlUW t,,,d .r,rr, Check a License - License Detail - Contractors State License Board Page 1 of 2 - Contractor's License Detail - License # 954532 L1 DISCLAIMER: A license status check provides information taken from the CSLB license database. Before relying on this information, you should be aware of the following limitations. CSLB complaint disclosure is restricted by law (B.&P 7124.6) If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. Per B&P 7071.17, only construction related civil judgments reported to the CSLB are disclosed. Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. Due to workload, there may be relevant information that has not yet been entered onto the Board's license database. License Number 954532 Extract Date 7/26/2012 K P S FIRE SPRINKLERS INC Business Phone Number: (909) 980-9222 Business Information 760 SOUTH ROCHESTER AVENUE SUITE B ONTARIO, CA 91761 Entity Corporation Issue Date 11/10/2010 Expire Date 11/30/2012 ACTIVE License Status This license is current and active. All information below should be reviewed. CLASS DESCRIPTION Classifications C16 FIRE PROTECTION CONTRACTOR CONTRACTOR'S BOND This license filed a Contractor's Bond with AMERICAN CONTRACTORS INDEMNITY COMPANY. Bond Number: 100143031 Bond Amount: $12,500 Bonding Effective Date: 10/20/2010 BOND OF QUALiFYING INDIVIDUAL 1. This license filed Bond of Qualifying Individual number 100143033 for GOULETTE KERN in the amount of $12,500 with AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 10/20/2010 WORKERS' COMPENSATION Workers Compensation This license has workers compensation insurance with CASTLEPOINT NATIONAL INSURANCE COMPANY https ://www2 .cslb .ca.gov/OnlineS ervicrs/CheckLicensell/LicenseDetajl. aspx?LicNum=9... 07/26/2012 Check a License - License Detail - Contractors State License Board Page 2 o 2 Policy Number: WSLTHCO90096702 Effective Date: 11/11/2011 Expire Date: 11/11/2012 Personnel listed on this license (current or disassociated) are listed on other licenses. List Other L Conditions of Use I Privacy Policy Copyright© 2010 State of California https :/Iwww2 .cslb ca.gov/OnhineServices/CheckLicensejl/LjcenseDetajj. aspx?LicNum=9... 07/26/2012 Contractor's License Personnel Detail - Contractor State License Board Page 1 of 1 Contractor's License Personnel Detail Contractor License #: 954532 Contractor Name: K P S FIRE SPRINKLERS INC Name: KERN GOULETTE TITLE CLASS ASSOCIATION Title and Class DATE History RME C16 FIRE PROTECTION 11/10/2010 CONTRACTOR PERCENT SURETY COMPANY BOND# BOND EFFECTIVE AMOUNT 'DATE Bonding History AMERICAN CONTRACTORS 100143033 $ 12,500 10/20/2010 INDEMNITY DISASSOCIATION DATE CANCELLATION DATE >> close window << 07/26/2012 Contractor's License Personnel Detail - Contractor State License Board Page 1 of 1 Contractor's License Personnel Detail Contractor License #: 954532 Contractor Name: K P S FIRE SPRINKLERS INC Name: WESLEY KIRK PAGE Title and Class History TITLE CLASS CEO/PRESIDENT ASSOCIATION DISASSOCIATiON DATE DATE 11/10/2010 >> close window << 07/26/2012 Activities I Projects / Developments 14:53 08/31/2012 Address Number Type Sub Type j Status Date Name Level I Level 2JL 7111 SITIO DESTINO CBAD AS120096 SPRINK RES PENDING 08/29/2012 KPS FIRE SPRINKLERS 7122 SITIO DESTINO CBAD AS120099 SPRINK RES 1 PENDING 08/29/2012 KPS FIRE SPRINKLERS 7123 SITIO DESTINO CBAD A5120098 SPRINK RES 1 PENDING 08/29/2012 KPS FIRE SPRINKLERS 7126 SITIO DESTINO CBAD AS 120100 SPRINK RES 1 PENDING 08/29/2012 KPS FIRE SPRINKLERS - 7131 SITIO DESTINO CBAD A5120097 SPRINK RES JPENDING 08/29/2012 KPS FIRE SPRINKLERS - 7138 SITIO DESTINO CBAD ASI20101 SPRINK RES I PENDING 08/29/2012 KPS FIRE SPRINKLERS - 7146 SITIO DESTINO CBAD A5120102 SPRINK RES I PENDING 08/29/2012 KPS FIRE SPRINKLERS Total Rows: 7 Page 1 M -0: 7~-: = Ire Protection by Computer Design KPS FIRE SPRINKLERS 760 S. ROCHESTER SUITE B ONTARIO, CA 91761 909-980-9222 Job Name Amberly plant revised Building Location System Contract Data File : AMBERLY plan 1 rev.WXF Water Supply Curve (C) KPS FIRE SPRINKLERS Pane 1 Arrrberty plant reoised Dale 0-22-12 City Water Supply: Demand Ci - Statin Pressure ran Dl - Etesatiorr - 4.764 C2 - Rosidaal Pressure, tO 02 - System Flow 45.597 C2 - Residual Flow mOn 02 - System Pressure - 90.309 Hose I Demand) D3 - System Demand 45.597 Solely Margin 11.551 150 140 - - 130 - - - p120 - ci - - ion 80 U70 R 60 E 50 40 30 20 200 400 600 800 1000 1200 bOO 1600 1000 FLOW IN 1.051 Computer Programs by F-Iydrateo no. Route lit Windham N.H. USA 03007 ;77- scrI .J Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03007 0- - - Fittings Used Summary lOPS FIRE SPRINKLERS Page 2 Ainberly plant revised Dale 8.22.12 Corrig Lv911id abaren. 5arrre 55 5544551½ 2 21A 3 3½ 4 5 6 0 10 us 46 20 20 N CPVC9Oclrlaruel-Spears 7 7 8 9 It 2 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVC Ice .Branch 3 3 5 6 8 40 42 IS 0 0 0 0 0 0 0 0 0 0 0 0 H CPVCCaupuig To, .Run 1 I I I I I 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFP*l3SnergChnok 5770390 floor 155u Tee 0 3 0 5 0 5 7 9 II 14 6 0 tO 42 IN 19 IS 47 22 20 27 25 32 30 05 35 55 50 65 60 74 81 91101121 Pressure! Flow Summary - STANDARD KPS FIRE SPRINKLERS Amberly plant revised Node Elevation K-Fact Pt Pa No. Actual tA 8.0 4.9 16.7 82 2A 8.0 4.9 17.63 04 9.0 16.81 70 2 9.8 17.77 na 3 9.0 17.77 no 4 9.8 19.84 no 5 9.0 24.04 na TOR 9.0 27.1 70 809 0.0 35.81 no VLV 2.5 40.48 no BFI 2.5 56.42 no 8F2 2.5 60.86 na MIt -3.0 76.09 na MT2 -3.0 80.53 no SOR -3.0 96.31 no Page 3 Date 8-22-12 P1gw Density Area Press Actaut . Req. 20.02 0.05 383.4 16.7 20.57 005 303.4 16.7 5.0 The maximum velocity is 18.82 and it occurs in the pipe between nodes MT2 and SOR Units Summary Diameter Units Inches Length Units Feel Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types at various diameters. Equivalent lengths shown are standard for actual diameters at Sched 40 pipe and CFaolors 01120 except as noted with •. The fittings marked with a show equivalent lengths valves supplied by manufacturers based an specific pipe diameters and Cactars and they require m adjustment. All values for fittings not marked with 0• will be adjusted in the calculation tar CFactors at other than 120 and diameters ether than Suhnd 40 per NFPA, Computer Programs by 1-rydrorna Inc. Route Ill Windham N.H. USA 03007 Computer Programs by Hydratec Inc. Route 111 Windburn N.H. USA 03087 U Final Calculations - Hazen-Williams Final Calculations - Hazen-Williams KIPS FIRE SPRINKLERS Page 4 KPS FIRE SPRINKLERS Page 5 Amberly plant revised Date 8-22-12 Amberly plant revised Date 8-22-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Hyd. Oa Dia. Fitting Pipe Pt Pt Ref, "C" or Ftng's Pe Pv Notes Ref. "CO or Ftng's Pe Pv Notes Point at Pt/Ft Eqv. Ln. Total Pt Pn - Point 01 Pt/Ft Eqv. Ln. Total Pt Pn IA 20.02 1.101 IN 7.0 1.000 16.700 K Factor.. 4.90 MT2 0.0 0.995 IT 5.841 25.000 80.528 to 150.0 0.0 7.000 -0.433 to 150.0 0.0 5.841 0.0 20.02 Vet = 6 75 - - SOR 456 0.5117 00 30.841 15.781 Vet = 18.82 0.0 0.0 - 20.02 - -- - - - - 16.812 -- - K Factor.. 4.88 - 45.60 96.309 KFactor= 4.65 2A 20.57 1.101 1 7.0 1.000 17.627 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 2 20.57 0.0718 0.0 8.000 0.574 Vet = 6.93 0.0 20.57 17.768 - K Factor 4.88 1 20.02 1.101 IN 7.0 6.000 16.812 to 150.0 iR 1.0 8.000 0.0 3 20.02 0.0682 0.0 14.000 0.955 Vet = 6.75 0.0 20.02 17.767 K Factor= 4.75 2 -0.27 1.101 10 5.0 14.000 17.768 to 150.0 tR 1.0 6.000 0.0 3 -0.27 0.0 0.0 20.000 -0.001 Vet = 0.09 3 20.02 1.101 2R 2.0 22.200 17.767 to 150.0 IN 7.0 9.000 0.0 4 19.75 0.0665 0.0 31.200 2.074 Vet = 6.66 4 0.0 1.101 6R 6.0 52.100 19.841 to 150.0 10 5.0 11.000 0.0 5 1975. 0.0665 0.0 63.100 4.195 Vat= 6.66 0.0 19.75 24.036 K Factor= 4.03 2 20.85 1.101 3R 3.0 60.330 17.768 to 150.0 30 150 25.000 0.0 5 20.85 0.0735 IN_ 7.0 85.330 6.268 Vol = 7.03 5 19.75 1.101 1 7.0 5.170 24.036 to 150.0 0.0 7.000 0.0 TON 40.6 0.2521 0.0 12.170 3.068 Vet = 13.68 TOR 0.0 1.101 3R 3.0 6.500 27.104 to 150.0 is 9.563 12.562 3.898 BOR 40.6 0.2521 0.0 19.062 4.806 Vet = 13.68 BOR 5.00 1.025 IN 7.0 1.000 35.808 oa= 5.00 to 150.0 10 5.0 12.000 -1.083 VLV 45.6 0.4428 0.0 13.000 5.756 Vet = 17.73 VLV 0.0 1.025 3N 21.0 15.000 40.481 to 150.0 0.0 21.000 0.0 BFi 45.6 0.4428 0.0 36.000 15.939 Vet = 17.73 BFI 0.0 1.025 0.0 1.000 56.420 to 150.0 0.0 0.0 4.000 Fixed toss =4 BF2 45.6 0.4430 0.0 1.000 0.443 Vet = 17.73 BF2 0.0 1.025 2N 14.0 15.000 60.863 to 150.0 0.0 14.000 2.382 MTt 45.6 0.4428 0.0 29.000 12.840 Vet = 17.73 IVITI 0.0 1.025 0.0 1.000 76.085 to 1500 0.0 0.0 4.000 Fixed loss = 4 MT2 45.6 0.4430 .0 1.000 0.443 Vet = 17.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydrates Inc. Route Ill Windham N.H. USA 03087 I - - - Fire Protection by Computer Design KPS FIRE SPRINKLERS 760 S. ROCHESTER SUITE B ONTARIO, CA 91761 909-980-9222 Job Name : AMBERLY plan 2 Building Location System Contract Data File : AMBERLY pla'n 2.WXF CAtB"D r... Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) KPS FIRE SPRINKLERS Page 1 AMBERLY plan 2 Date 8-9-12 City Water Supply: Demand: Cl - Static pressure : 108 Dl - Elevation : 9.095 C2 - Residual Pressure: 18 D2 - System Flow : 31.193 C2 - Residual Flow : 1500 D2 - System Pressure : 68.257 Hose ( Demand) D3 - System Demand : 31.193 Safety Margin : 28.881 150 140 130 p120 Cl R0 E100 90 580 02 u 7° R6° E5° 40 --- F:- 30 - _______ __________ ____________ ______________ ________________ C2 20 - 10 -Di __ ... .. .... . .. 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 Fittings Used Summary KPS FIRE SPRINKLERS Page 2 AMBERLY plan 2 Date 8-9-12 Fitting Legend Abbrev. Name ½ 3/4 1 1/ 11/1 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 N* CPVC9OEllHarvet-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 01 CPVCTee - Branch 3 3 5 6 8 10 12 15 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA139Q'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 01120 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 KPS FIRE SPRINKLERS Page 3 AMBERLY plan 2 Date 8-9-12 Node No. Elevation K- Fact -- Pt Actual P Flow Density Actual Area Press Req. 1A 18.0 4.9 7.05 na 13.01 0.05 256 7.05 2A 18.0 4.9 7.24 na 13.18 0.05 256 7.0 1 19.0 6.86 na 2 19.0 6.99 na 3 19.0 7.12 na 4 19.0 7.84 na 5 9.0 13.85 na TOR 9.0 26.46 na BOR 0.0 32.49 na 5.0 VLV 2.5 34.26 na BF1 2.5 43.26 na BF2 2.5 47.48 na MT1 -3.0 56.22 na MT2 -3.0 60.44 na SOR -3.0 68.26 na The maximum velocity is 12.87 and it occurs in the pipe between nodes MT2 and SOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KIPS FIRE SPRINKLERS Page 4 AMBERLY plan 2 Date 8-9-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C or Ftngs Pe Pv * Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1A 13.01 1.101 1 7.0 1.000 7.050 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 1 13.01 0.0308 0.0 8.000 0.246 Vel = 4.38 0.0 13.01 6.863 K Factor = 4.97 2A 13.18 1.101 10 5.0 1.000 7.238 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 2 13.18 0.0313 0.0 6.000 0.188 Vel = 4.44 0.0 13.18 6.993 K Factor = 4.98 1 13.01 1.101 10 5.0 3.280 6.863 to 150.0 0.0 5.000 0.0 3 13.01 0.0307 0.0 8.280 0.254 Vel = 4.38 0.0 13.01 7.117 K Factor= 4.88 2 7.13 1.101 10 5.0 7.250 6.993 to 150.0 0.0 5.000 0.0 3 7.13 0.0101 0.0 12.250 0.124 Vel = 2.40 3 13.01 1.101 10 5.0 5.500 7.117 to 150.0 0.0 5.000 0.0 4 20.14 0.0690 0.0 10.500 0.724 Vel = 6.79 0.0 20.14 7.841 KFactor= 7.19 2 6.05 1.101 9R 9.0 80.600 6.993 to 150.0 20 10.0 33.000 0.0 4 6.05 0.0075 2N 14.0 113.600 0.848 Vel = 2.04 4 20.14 1.101 10 5.0 10.000 7.841 to 150.0 0.0 5.000 4.331 5 - 26.19 0.1121 0.0 15.000 1.681 Vel = 8.83 5 0.0 1.101 4R 4.0 52.500 13.853 to 150.0 8N 56.0 60.000 0.0 TOR 26.19 0.1121 0.0 112.500 12.608 Vel = 8.83 TOR 0.0 1.101 3R 3.0 6.500 26.461 to 150.0 1s 9.563 12.562 3.898 BOR 26.19 0.1121 0.0 19.062 2.136 Vel = 8.83 BOR 5.00 1.025 iN 7.0 1.000 32.495 Qa= 5.00 to 150.0 10 5.0 12.000 -1.083 VLV 31.19 0.2194 0.0 13.000 2.852 Vel = 12.13 VLV 0.0 1.025 3N 21.0 20.000 34.264 to 150.0 0.0 21.000 0.0 BF1 31.19 0.2193 0.0 41.000 8.993 Vel = 12.13 BF1 0.0 1.025 0.0 1.000 43.257 to 150.0 0.0 0.0 4.000 * Fixed loss = 4 BF2 31.19 0.2200 0.0 1.000 0.220 Vel = 12.13 BF2 0.0 1.025 2N 14.0 15.000 47.477 to 150.0 0.0 14.000 2.382 MT1 31.19 0.2193 0.0 29.000 6.361 Vel = 12.13 MT1 0.0 1.025 0.0 1.000 56.220 to 150.0 0.0 0.0 4.000 * Fixed loss = 4 MT2 31.19 0.2190 0.0 1.000 0.219 Vel = 12.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 5 AMBERLY plan 2 Date 8-9-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MT2 0.0 0.995 iT 5.841 25.000 60.439 to 150.0 0.0 5.841 0.0 SOR 31.19 0.2535 0.0 30.841 7.818 Vel = 12.87 0.0 31.19 68.257 K Factor = 3.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design KPS FIRE SPRINKLERS 760 S. ROCHESTER SUITE B ONTARIO, CA 91761 909-980-9222 Job Name : AMBERLY plan 2 20 x 20 proof Building Location System Contract Data File : AMBERLY plan 2 20 x 20 proof.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) KIPS FIRE SPRINKLERS AMBERLY plan 2 20 x 20 proof Page 1 Date 7-16-12 City Water Supply: Demand: Cl -Static pressure : 108 Dl - Elevation : 9.095 C2 - Residual Pressure: 18 D2 - System Flow : 25.024 C2 - Residual Flow : 1500 D2 - System Pressure : 62.777 Hose ( Demand D3 - System Demand : 25.024 Safety Margin : 45.177 150 140 130 p120 Cl R11° E10° S90 S 80 u 7° R6° E5° 40 -- ___ 30 C2 20 Dl 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 Fittings Used Summary KPS FIRE SPRINKLERS Page 2 AMBERLY plan 220 x 20 proof Date 7-16-12 Fitting Legend Abbrev. Name ½ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 N CPVC 90EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 Q CPVCTee - Branch 3 3 5 6 8 10 12 15 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 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flowthru 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 / How Summary - STANDARD KPS FIRE SPRINKLERS Page 3 AMBERLY plan 220 x 20 proof Date 7-16-12 Node No. Elevation K- Fact Pt Actual P Flow Density Area Press Actual Req. 101A 18.0 4.9 16.7 na 20.02 0.05 400 16.7 101 19.0 16.81 na 102 19.0 17.28 na 2 19.0 18.05 na 4 19.0 18.38 na 5 9.0 23.73 na TOR 9.0 31.41 na BOR 0.0 36.6 na 5.0 VLV 2.5 37.42 na BF1 2.5 42.67 na BF2 2.5 46.82 na MT1 -3.0 53.43 na MT2 -3.0 57.58 na SOR -3.0 62.78 na The maximum velocity is 10.32 and it occurs in the pipe between nodes MT2 and SOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 4 AMBERLY plan 220 x 20 proof Date 7-16-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 101A 20.02 1.101 1 7.0 1.000 16.700 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 101 20.02 0.0681 0.0 8.000 0.545 Vel = 6.75 101 0.0 1.101 10 5.0 1.850 16.812 to 150.0 0.0 5.000 0.0 102 2002 0.0683 0.0 6.850 0468 Vel = 6.75 102 -11.68 1.101 3R 3.0 41.850 17.280 to 150.0 10 5.0 15.000 0.0 2 8.34 0.0135 iN 7.0 56.850 0.766 Vel = 2.81 0.0 8.34 18.046 K Factor = 1.96 102 11.69 1.101 10 5.0 38.700 17.280 to 150.0 0.0 5.000 0.0 4 11.69 0.0252 0.0 43.700 1.100 Vel = 3.94 0.0 11.69 18.380 K Factor = 2.73 2 8.34 1.101 10 5.0 12.800 18.046 to 150.0 1 7.0 12.000 0.0 48.34 0.0135 0.0 24.800 0.334 Vel = 2.81 4 11.68 1.101 10 5.0 10.000 18.380 to 150.0 0.0 5.000 4.331 5 20.02 0.0682 0.0 15.000 1.023 Vel = 6.75 5 0.0 1.101 413 4.0 52.500 23.734 to 150.0 8N 56.0 60.000 0.0 TOR 20.02 0.0682 0.0 112.500 7.672 Vel = 6.75 TOR 0.0 1.101 3R 3.0 6.500 31.406 to 150.0 1S 9.563 12.562 3.898 BOR 20.02682 0.0 19.062 1.300 Vel = 6.75 BOR 5.00 1.025 1 7.0 1.000 36.604 Oa = 5.00 to 150.0 10 5.0 12.000 -1.083 VLV 25.02 0.1459 0.0 13.000 1.897 Vel = 9.73 VLV 0.0 1.025 3N 21.0 15.000 37.418 to 150.0 0.0 21.000 0.0 BF1 25.02 0.1459 0.0 36.000 5.253 Vel 9.73 BF1 0.0 1.025 0.0 1.000 42.671 to 150.0 0.0 0.0 4.000 * Fixed loss 4 BF2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73 - BF2 0.0 1.025 2N 14.0 15.000 46.817 to 150.0 0.0 14.000 2.382 MT1 - 25.02 0.1459 0.0 29.000 4.231 Vel = 9.73 MT1 0.0 1.025 0.0 1.000 53.430 to 150.0 0.0 0.0 4.000 * Fixed loss 4 MT2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73 MT2 0.0 0.995 1 5.841 25.000 57.576 to 150.0 0.0 5.841 0.0 SOR 25.02 0.1686 0.0 30.841 5.201 Vel = 10.32 0.0 25.02 62.777 K Factor= 3.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 5 AMBERLY plan 2 20 x 20 proof Date 7-16-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FILE COPY Fire Protection by Computer Design KPS FIRE SPRINKLERS 760S. ROCHESTER SUITE B ONTARIO, CA 91761 909-980-9222 Job Name AMBERLY plan 3 rev Building Location System Contract Data File AMBERLY plan 3.WXF Computer Programs by HydrateS Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) KPS FIRE SPRINKLERS Page 1 AMBERLY plan lieu Date 8-22-12 City Water S. Demerrd Cl - Static Pressure 108 Di - Elevation 9.895 C2 - Residual Pressure r8 02- System Flow 30,274 C2 - Residual Flow 1588 02-System Pressure . 65.537 Hose I Demand) 23- System Demand 30.274 Safety Margin 22.356 too - - 140 - - 130 - - pi2O cl - Rite - Et00 90 D - : R 60 E 50 30 20 200 400 688 800 1000 1200 1400 1600 1800 FLOW (N-1 .85) vi = Coorprl9FPtgr mu by irydralnc lire. Route Ill Windham N.M. USA 83087 m 1 > '-t74n~r . EL i Fittings Used Summary <PS FIRE SPRINKLERS Page 2 AMBERLY plan 3 rev Dote 8-22-12 FlAg Lngerd abbnru Naive I 11 rIb 2 2½ 3 31¼ 4 5 6 0 0 2 tO 16 Ix 20 24 5 cpnCnOElnaroelSeearo 7 1 0 9 II 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVC Too .Brarrvy 3 0 5 6 8 0 12 IS 0 0 0 0 0 0 0 0 0 0 0 0 6 CPVCCoupiiIgTao-Ran I I I I I I 2 2 0 0 0 0 0 0 0 0 0 0 v 0 S 9F70 13 Seing Chaos I urea 1060' Flow thru lee 0 a s 9 II 3 4 5 6 0 0 II 2 6 IS 15 7 22 27 23 25 32 33 45 35 55 50 65 60 Ti 01 91 101 121 Pressure / Flow Summary - STANDARD KPS FIRE SPRINKLERS Page 3 AMBERLY plan 3 rev Dale 8-22-12 Node Elevation K-Fact Pt Pit Flow Density Area Press No.___ - Actual Acyyg - - - Req. 1A 18.0 4.9 12.0 na 16.97 SOb 324 12.0 2A 18,0 4.9 12.46 na 17.3 0.55 324 12.0 1 19.0 11.97 na 3 19.0 12.36 na 2 19.0 12.34 na 4 19.0 12.87 na b 9.0 19.96 na TOR 9.0 26.3 no BOR 0.0 35.71 na 5.0 VLV 25 390 n. BFO 2.5 52.77 na BF2 2.5 57.1 no MR-1 -3.0 69,23 no MT-2 -3.0 73.56 na SOR -3.0 6554 no The maximum velocity is 16.2 and it occurs in the pipe between nodes MT2 and SOR Units Summary Diameter Units Inches Length Units Feel Flow Units US Gallons per Minute Pressure units Pounds per Square Inch Note Fitting Legend provides equivalent pipe lengths lot fittings types 01 various diameters. Equivalent lengths shown are standard tar actual diameters at Sched 40 pipe and CFactors at 120 except as noted with . The linings marked with a show equivalent lengths values supplied by maoulaclarem based on specific pipe diameters and CFoctors and they require no adjustment. All values for fittings net marked with a * will be adjusted in the calculation for CFavinrs at other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by nryOralea Inc. flaule 111 Windham N.H. USA 53007 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 4 AMBERLY plan 3 rev Dale 8-22-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C" or Flog's Pe Pa Notes Point Ot Pt/Ft Eqv. Ln. Total Pt Pn IA 16.97 1.101 IN 7.0 1.000 12.000 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 16.97 0.0503 0.0 8.000 0.402 Vel = 5.72 0.0 16.97 11.969 K Factor= 4.91 24 17.30 1,101 10 5.0 1.000 12.465 K Factor = 490 to 150.0 0.0 5.000 -0.433 2 17.3 0.0520 0.0 6.000 0.312 Vel = 5.83 0.0 17.30 12.344 K Factor = 4.92 16.97 1.101 tO 5.0 2.830 11.969 to 150.0 0.0 5.000 0.0 3 16.97 0.0502 0.0 7.830 0.393 Vet = 5.72 3 0.0 1.101 10 5.0 5.050 12.362 to 150.0 0.0 5.000 0.0 4 16.97 0.0502 0.0 10.050 0.505 Vel = 5.72 0.0 16.97 12.867 K Factor = 4.73 2 17.30 1.101 10 5.0 5.050 12.344 to 150.0 0.0 5.000 0.0 4 17.3 0.0520 0.0 10.050 0.523 Vet = 5.83 4 16.97 1.101 10 5.0 10.000 12.867 to 150.0 0.0 5.000 4.331 5 34.27 0.1843 0.0 15.000 2.764 Vel = 11.55 5 0.0 1,101 1R 1.0 18.240 19.962 to 150.0 10 5.0 27.000 0.0 TOR 34.27 0.1843 3N 21.0 45,240 8.339 Vel = 11.55 TOR 0.0 1.101 3R 3.0 6.500 28.301 to 150.0 Is 9.563 12.562 3.898 BOR 34.27 0.1843 0.0 19.062 3.513 Vet = 11.55 BOA 5.00 1.025 iN 7.0 1.000 35.712 0a = 5.00 10 150.0 10 5.0 12.000 -1.083 VLV 39.27 0.3359 0.0 13.000 4.367 Vet = 15.27 VLV 0.0 1.025 3N 21.0 20.000 38.996 to 150.0 0.0 21.000 0.0 BFI 39.27 0.3359 0.0 41.000 13.773 Vet = 15.27 BF1 0.0 1.025 0.0 1.000 52.769 to 150.0 0.0 0.0 4.000 Fixed loss = 4 BF2 39.27 0.3360 0.0 1.000 0.336 Vel = 15.27 BF2 0.0 1.025 2N 14.0 15.000 57.105 to 150.0 0.0 14.000 2.382 MTt 39.27 0.3359 0.0 29.000 9.741 Vel 15.27 MIt 0.0 1.025 0.0 1.000 69.228 10 150.0 0.0 0.0 4.000 Fixed loss = 4 MT2 39.27 0.3360 0.0 1.000 0.336 Vel 15.27 MT2 0.0 0.995 11 5.841 25.000 73.564 to 150.0 0.0 5.841 0.0 SOR 3927 0.3882 0.0 30.841 11.973 Vel = 16.20 Final Calculations - Hazen-Williams KIPS FIRE SPRINKLERS Page 5 AMBERLY plan 3 rev Dale 8-22-12 Hyd. Ox Dia. Fitting Pipe Pt Pt Ref. "C' or Flog's Pe Pv Notes Point Ot Pt/Fl Eqv. Ln. Total P1 Pn 0.0 39.27 85.537 K Factor = 4.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 --- Fire Protection by Computer Design KPS FIRE SPRINKLERS 760 S. ROCHESTER SUITE B ONTARIO, CA 91761 909-980-9222 Job Name : AMBERLY plan 3 Building Location System Contract Data File AMBERLY plan 3 20 X 20.WXF APFROV*'S JBiiiTTED Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) KPS FIRE SPRINKLERS Page 1 AMBERLY plan 3 Date 8-14-12 City Water Supply: Demand: Cl -Static Pressure : 108 Dl - Elevation : 4.764 C2 - Residual Pressure: 18 D2 - System Flow : 46.053 C2 - Residual Flow : 1500 D2 - System Pressure : 102.049 Hose ( Demand D3 - System Demand : 46.053 Safety Margin : 5.808 150 140 130 P 120 Cl R11° D2 E10° 590 580 u 7° R 60 E 50 40 30 C2 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 Fittings Used Summary KPS FIRE SPRINKLERS Page 2 AMBERLY plan 3 Date 8-14-12 Fitting Legend Abbrev. Name ½ 3/4 1 1'/ 1½ 2 2½ 3 31/2 4 5 6 8 10 12 14 16 18 20 24 N * CPVC 90'EII 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* CPVCCouplinglee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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 I Flow Summary - STANDARD KPS FIRE SPRINKLERS Page 3 AMBERLY plan 3 Date 8-14-12 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 101A 8.0 4.9 16.7 na 20.02 0.05 169 16.7 102A 8.0 4.9 18.42 na 21.03 0.05 180 16.7 101 9.0 16.81 na 102 9.0 18.43 na 103 9.0 18.98 na 104 9.0 19.94 na 105 19.0 15.81 na 106 19.0 16.73 na 107 19.0 16.76 na 3 19.0 20.11 na 4 19.0 20.98 na 5 9.0 29.17 na TOR 9.0 40.81 na BOR 0.0 49.62 na 5.0 VLV 2.5 54.4 na BF1 2.5 66.12 na BF2 2.5 70.57 na MT1 -3.0 81.52 na MT2 -3.0 85.98 na SOR -3.0 102.05 na The maximum velocity is 19 and it occurs in the pipe between nodes MT2 and SOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 4 AMBERLY plan 3 Date 8-14-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv *******Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 101A 20.02 1.101 iN 7.0 1.000 16.700 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 101 20.02 -0.0681 0.0 8.000 0.545 Vel = 6.75 0.0 20.02 16.812 KFactor= 4.88 102A 21.03 1.101 10 5.0 1.000 18.417 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 102 21.03 0.0747 0.0 6.000 0.448 Vel = 7.09 0.0 21.03 18.432 K Factor = 4.90 101 20.02 1.101 10 5.0 12.750 16.812 to 150.0 2N 14.0 19.000 0.0 103 20.02 0.0682 0.0 31.750 2.166 Vel = 6.75 0.0 20.02 18.978 K Factor= 4.60 102 21.03 1.101 10 5.0 1.250 18.432 to 150.0 2N 14.0 19.000 0.0 104 21.03 0.0747 0.0 20.250 1.512 Vel = 7.09 0.0 21.03 19.944 K Factor = 4.71 103 20.02 1.101 1 7.0 10.000 18.978 to 150.0 0.0 7.000 -4.331 105 20.02 0.0682 0.0 17.000 1.159 Vel = 6.75 0.0 20.02 15.806 K Factor = 5.04 104 21.03 1.101 10 5.0 10.000 19.944 to 150.0 0.0 5.000 -4.331 106 - 21.03 0.0746 0.0 15.000 1.119 Vel= 7.09 0.0 -- 21.03 - 16.732 KFactor= 5.14 105 20.02 1.101 10 5.0 9.020 15.806 to 150.0 0.0 5.000 0.0 107 20.02 0.0682 0.0 14.020 0.956 Vel = 6.75 0.0 20.02 16.762 K Factor= 4.89 106 2.80 1.101 2R 2.0 14.500 16.732 to 150.0 0.0 2.000 0.0 107 2.8 0.0018 0.0 16.500 0.030 Vel = 0.94 107 20.02 1.101 3R 3.0 30.500 16.762 to 150.0 10 5.0 8.000 0.0 3 22.82 0.0869 0.0 38.500 3.344 Vel = 7.69 0.0 22.82 20.106 K Factor = 5.09 106 18.23 1.101 6R 6.0 56.050 16.732 to 150.0 10 5.0 18.000 0.0 4 18.23 0.0573 iN 7.0 74.050 4.246 Vel = 6.14 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 5 AMBERLY plan 3 - Date 8-14-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 18.23 20.978 K Factor= 3.98 3 22.82 1.101 10 5.0 5.050 20.106 to 150.0 0.0 5.000 0.0 4 22.82 0.0868 0.0 10.050 0.872 Vel = 7.69 4 18.23 1.101 10 5.0 10.000 20.978 to 150.0 0.0 5.000 4.331 5 41.05 0.2574 0.0 15.000 3.861 Vel = 13.83 5 0.0 1.101 1R 1.0 18.240 29.170 to 150.0 10 5.0 27.000 0.0 TOR 41.05 0.2574 3N 21.0 45.240 11.643 Vel = 13.83 TOR 0.0 1.101 3R 3.0 6.500 40.813 to 150.0 1S 9.563 12.562 3.898 BOR 41.05 0.2573 0.0 19.062 4.905 Vel = 13.83 BOA 5.00 1.025 iN 7.0 1.000 49.616 Qa= 5.00 to 150.0 10 5.0 12.000 -1.083 VLV 46.05 0.4511 0.0 13.000 5.864 Vel = 17.90 VLV 0.0 1.025 3N 21.0 5.000 54.397 to 150.0 0.0 21.000 0.0 BF1 46.05 0.4510 0.0 26.000 11.725 Vel = 17.90 BF1 0.0 1.025 0.0 1.000 66.122 to 150.0 0.0 0.0 4.000 * Fixed loss = 4 BF2 46.05 0.4510 0.0 1.000 0.451 Vel = 17.90 BF2 0.0 1.025 2N 14.0 5.000 70.573 to 150.0 0.0 14.000 2.382 MT1 46.05 0.4510 0.0 19.000 8.569 Vel = 17.90 MT1 0.0 1.025 0.0 1.000 81.524 to 150.0 0.0 0.0 4.000 * Fixed loss = 4 MT2 46.05 0.4510 0.0 1.000 0.451 Vel = 17.90 MT2 0.0 0.995 iT 5.841 25.000 85.975 to 150.0 0.0 5.841 0.0 SOR 46.05 0.5212 0.0 30.841 16.074 Vel = 19.00 0.0 46.05 102.049 K Factor = 4.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design KPS FIRE SPRINKLERS 760 S. ROCHESTER SUITE B ONTARIO, CA 91761 909-980-9222 Job Name : AMBERLY plan 4 Building Location System Contract Data File : AMBERLY plan 4.WXF LS Sib ;vi iTTi) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) KPS FIRE SPRINKLERS Page 1 AMBERLY plan 4 Date 8-14-12 City Water Supply: Demand: Cl - Static Pressure : 108 Dl - Elevation : 9.095 C2 - Residual Pressure: 18 02- System Flow : 45.793 C2 - Residual Flow : 1500 02- System Pressure : 107.597 Hose ( Demand 03 - System Demand : 45.793 Safety Margin : 0.261 150 140 130 02 p120 R 110 E10° 90 80 u 7° R 60 E 50 40 30 aDl C220 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 Fittings Used Summary KPS FIRE SPRINKLERS Page 2 AMBERLY plan 4 Date 8-14-12 Fitting Legend Abbrev. Name ½ 3/4 1 1¼ 1½ 2 21/2 3 3½ 4 5 6 8 10 12 14 16 18 20 24 N * CPVC 90EII 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 CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA139OFlowthruTee 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 KPS FIRE SPRINKLERS Page 3 AMBERLY plan 4 Date 8-14-12 Node No. Elevation K- Fact Pt Actual P Flow Density Actual Area Press Req. 1A 18.0 4.9 16.7 na 20.02 0.05 268 16.7 2A 18.0 4.9 17.97 na 20.77 0.05 268 16.7 1 19.0 16.81 na 2 19.0 18.12 na 3 19.0 18.11 na 4 19.0 23.68 na 5 19.0 27.62 na 6 9.0 36.28 na TOR 9.0 47.21 na BOR 0.0 55.96 na 5.0 VLV 2.5 60.68 na BF1 2.5 74.52 na BF2 2.5 78.96 na MT1 -3.0 89.82 na MT2 -3.0 94.27 na SOR -3.0 107.6 na The maximum velocity is 18.89 and it occurs in the pipe between nodes MT2 and SOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 4 AMBERLY plan 4 Date 8-14-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1A 20.02 1.101 1 7.0 1.000 16.700 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 20.02 0.0681 0.0 8.000 0.545 Vel = 6.75 0.0 20.02 16.812 K Factor = 4.88 2A 20.77 1.101 1 7.0 1.000 17.965 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 2 20.77 0.0730 0.0 8.000 0.584 Vel = 7.00 0.0 20.77 18.116 K Factor = 4.88 1 20.02 1.101 1 7.0 7.100 16.812 to 150.0 10 5.0 12.000 0.0 3 - 20.02 0.0682 0.0 19.100 1.303 Vel = 6.75 0.0 20.02 18.115 K Factor = 4.70 2 -0.42 1.101 20 10.0 7.500 18.116 to 150.0 0.0 10.000 0.0 3 -0.42 -0.0001 0.0 17.500 -0.001 Vel = 0.14 3 20.03 1.101 6R 6.0 66.830 18.115 to 150.0 10 5.0 18.000 0.0 4 19.61 0.0656 1 7.0 84.830 5.564 Vel = 6.61 0.0 19.61 23.679 K Factor = 4.03 2 21.19 1.101 5R 5.0 42.500 18.116 to 150.0 10 5.0 31.000 0.0 4 21.19 0.0757 3N 21.0 73.500 5.563 Vel = 7.14 4 19.60 1.101 1 7.0 8.500 23.679 to 150.0 0.0 7.000 0.0 40.79 0.2544 0.0 15.500 3.943 Vel = 13.75 5 0.0 1.101 iN 7.0 10.000 27.622 to 150.0 0.0 7.000 4.331 6 40.79 0.2544 0.0 17.000 4.324 Vel = 13.75 6 0.0 1.101 iR 1.0 16.000 36.277 to 150.0 10 5.0 27.000 0.0 TOR 40.79 0.2543 3N 21.0 43.000 10.937 Vel = 13.75 TOR 0.0 1.101 3R 3.0 6.500 47.214 to 150.0 1S 9.563 12.562 3.898 BOR 40.79 0.2544 0.0 19.062 4.849 Vel = 13.75 BOR 5.00 1.025 1N 7.0 1.000 55.961 Qa = 5.00 to 150.0 10 5.0 12.000 -1.083 VLV 45.79 0.4463 0.0 13.000 5.802 Vel = 17.80 VLV 0.0 1.025 3N 21.0 10.000 60.680 to 150.0 0.0 21.000 0.0 BFi 45.790.4463 0.0 31.000 13.835 Vel = 17.80 - BF1 0.0 1.025 0.0 1.000 74.515 to 150.0 0.0 0.0 4.000 * Fixed loss = 4 BF2 45.79 0.4460 0.0 1.000 0.446 Vel = 17.80 BF2 0.0 1.025 2N 14.0 5.000 78.961 to 150.0 0.0 14.000 2.382 MT1 45.79 0.4463 0.0 19.000 8.480 Vel = 17.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams KPS FIRE SPRINKLERS Page 5 AMBERLY plan 4 Date 8-14-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn MT1 0.0 1.025 0.0 1.000 89.823 to 150.0 0.0 0.0 4.000 * Fixed loss = 4 MT2 45.79 0.4460 0.0 1.000 0.446 Vel = 17.80 MT2 0.0 0.995 1 5.841 20.000 94.269 to 150.0 0.0 5.841 0.0 SOR 45.79 0.5158 0.0 25.841 13.328 Vel = 18.89 0.0 45.79 107.597 K Factor = 4.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087