Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
385 JUNIPER AVE; ; AS150370; Permit
9/14/22,10:19 AM AS150370 Permit Data City of Carlsbad Sprinkler Permit Job Address: 385 JUNIPER AV Permit Type: SPRINK Parcel No: 2042403500 Lot #: 0 Reference No.: Permit No: AS150370 Status: ISSUED Applied 12/31/2015 Approved: 12/31/2015 Issued: 12/31/2015 PC #: Inspector: Project Title: CP JUNIPER APTS GARAGE 7 (2) STORIES FULLY SPRINKLERED: OCCUPANCY R2 Applicant: Owner: SYMONS FIRE PROTECTION C P JUNIPER L L C SUITE 1050 PIONEER WAY 2461 WESTBORO DR NE EL CAJON, CA GRAND RAPIDS MI 619-588-6364 Fees ($) Add'IFees($) Total(s) Balance(s) 355 0 355 0 about:blank 1/1 Parsley Consulfing Plan Review Comments for CP Juniper Apartments page 2 of 2 This review was based on the system being designed to conform to NFPA 13, and all code section references are to the 2013 edition of that document, unless noted otherwise. The underground supply portion of this system was reviewed by others, and approved by the fire department. Our review covered only that portion downstream from the point of connection. As this system contains more than 20 sprinklers, the control valves at the backflow preventer and the water-flow switch are required to be electrically supervised by an approved supervising station per the California Fire Code, §903.4 and §903.4.1. No resubmittal or revision is necessary, this can be verified at rough-in or final inspection File: C:\Plan Reviews\Rev21 5429.2.Docx CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 385 Juniper Ave SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 385 Juniper Ave., Carlsbad, CA 92008 CITY: Carlsbad PHONE: ( 619) 588-6364 (Symons Fire Protection) FAX NUMBER: ( Largest Building (ft.2): Sprinkled? YES Construction Type:__________________ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): NE end of Juniper Ave (H60957) TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 90 PSI Hydrant Number (if applicable):H60957 Elevation of test: 48 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 4,850 GPM Residual Pressure 20 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge @ 20 psi of no more than 4,850 GPM. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: rvT irI .- tzi ry .... .,-.....r!IP L1J1LUJU1P1OUU1Hf,U I._UUJJJUi1I1IJI1JTTJB1_1_N1kUUJl111flW JJFU UJ1J - - 1 fit I_have_witne&sed_and/or_reviewed_thic_water_ flew _information_and_by_personal_ knowledge _and/or_on_site obcrvation_certify_ that _the _above_information_i5_correct. Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:__________________________________________ /61 Title/Org: P ._ctManager Date: 09/16/2015 £ -S S S I S III III 555 555 5I .SSS £ ••- • :• :Maximum Allowable Fire Flow = 4,850 gpm (Based psi min) SI, S (No fire) _ 20 psi All I1M' nil S um - _fl I KM =I 385 Juniper Ave Fire Flow Analysis JUNCTION (MOTYPE) Active Domain o Inactive TANK (MOTYPE) Active Tank Domain Tank Inactive Tank Active Reservoir Domain Reservoir Inactive Reservoir PIPE (MOTYPE) Active Pipe b' Domain Pipe , Inactive Pipe i' Active Check Valve " Domain Check Valve " Inactive Check Valve PUMP (MOTYPE) Active Domain Inactive VALVE (MOTYPE) i" Active .' Domain Inactive hydrants . Iran Road ANN 02 . ANNO3 1 S Prepared By: Jennifer R. Mael, P.E. - MCS Date: Wednesday, September 16, 2015 111 IHydrau1ic Overview Aga'nw Job — U— — ----.- —.—...—, Job Number Design Engineer 15-288 Francisco Ibarra Job Name: CP Juniper Aoartments Phone (619) 588-6364 FA)t (619) 588-6805 Add— 1 385 Juniper Avenue State CertificationlLloense Numb., C16 682025 Address 2 Carlsbad, CA 92008 AtM Carlsbad Fire Department AutdreNn3 - - Job Siteitauitding - - 385 Juniper Avenue System Density Area of Apptindtion 0.150gpm/ft° 1500.00ft2 (Actual 1537.611t2) Most Demanding Spnnkter Data Hose Streams 5.6 K-Factor 19.50 at 12.125 250.00 Couorage Per Sprinkler Number Of Spnnkde,s Calcutated 130.00f12 15 System Preesuma Oarrand Orson Plan m Deand 68.476 327.09 Total Demand 577.09 @ 68.476 Pressure Result +20.160 (22.7%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 3 Water Supply 4850.00 250.00 90.000 20.000 BOR 44.680 48.93 327.09 CP Juniper Apartments.cad Water Supply at Node 3 (4850.00, 250.00, 90.000, 20.000) I100 I I I Static Pressure 90.000 I ] = I i 80- II •1 11 70- 27.09 68.476_ hose streams CL • ] t 60P 7777.09h 50 a.40 demand uurve 30 20 :o: o. ,; 11111111 111111111 8550 9500 985o 4750 6650 7600 Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 9:08:19AM Page 1 Job Number: 15-288 flO-SHO,.S. i..,... I ii c 1111 Hydrau1ic Summary Job Number: 15-288 Peersesri Descrintiesn (tMjssrsre, (T.S.,eO I fib Job Job Number Design Engineer 15-288 Francisco Ibarra Job Name C Juniper per Stole CytSficdlionjLicense Number C16 682025 Address 1 385 Juniper Avenue AIIJ Carlsbad Fire Department Address 2 Job Site/Building Carlsbad, CA 92008 385 Juniper Avenue AddreSs 3 Draerrng Name CP Juniper Apartments.cad System Remote Area(s) Moot Demanding Sprinkler Data Occupancy Job SAlle 5.6 K-Factor 19.50 at 12.125 Ordinary Group I Nose Allowance At Source Density Area of Appl:cel:on 250.00 0.150gpm/ft2 1500.00ft2 (Actual 1537.61ft2) Additional Hood Supplies Number 01 Sprrklers Calculated Coverage Per Sprinkler Node Flow(ppm) 15 130.00ft2 ouloPeek Results: Pressure For Remote Noo)o) Adjacent To Most Remote Area Total Hose St.- 250.00 Systcm Flow Demand Total Waler Required (looluding Hose Allowance) 327.09 577.09 Mooimum Pressure unbalance In loops 0.000 Meotmum Velocity Above Ground 21.02 between nodes 14 and 15 Mae:mum Velocity Under Ground 18.29 between nodes 6 and 7 Votuore capacity of Wet Pipes Volume capacity of Dry Pipes 149.04ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (qpm) (psi) (psi) (Qpm) (psi) (gpm) (psi) (psi) 3 Water Supply 250.00 90.000 20.000 4850.00 88.636 577.09 68.476 20.160 Contractor Contractor Number 71 Contact Name Paul Barton Contact hIm Super Nan,c of Contractor: Naylor Construction - Phone (760) 814-3486 Eolensio,r Address 1 2033 San Elijo Avenue FAX Address 2 Suite #252 Email paul.barton@naylorcon.com Address 3 Cardiff, CA 92007 Web.SitO f, © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 3/18/2016 9:08:21AM Page 2 ~jjljHydraufic Graph Job Number: 15-288 Rønnrt flamrrintinn flrrlinmn, flrnt in I (Iti Water Supply at Node 3 100-: 90 Static Pressure 90.000_ 80 70- 327.09@68.476 577.09 with hose streams 60- U, j5oH 40 Ssm demand curve 30 20- - ______ _______ 0.00@20000________ 10- 111111111 1111111 I 111111111 I11111111 I 1111111 111111111 _______ %501 0 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 3 Static: Pressure 90.000 Residual: Pressure 20.000 @ 4850.00 sivailable Pressure at lime atTest 88.636 @ 577.09 Srsem D- 68.476 @ 327.09 Snider Decreed lrr&ud:cg Haze DeerseCee at Srarcel 68.476 @ 577.09 © M.E.P.CADr Inc. al AutoSPRINK® 12 02.0.42.0 3/18/2016 9:08:22AM Page 3 1111 Hydrau1ic Graph BOR too- -Static Pressure 90.000_ 80.: 60--- CL - 50--- CL 327.09 @ 44.680 577.09 with hose streams 40---- 30— S fstern demand curve 20- - _____ _______ .00c20,000________ 11I1i.t1l.i.I.L.i.I.I.I..' '11111111 111111111 1111111 I II 111111 111111111 1111 I I I I I I I I I I %50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph BOR SAlle: P,essure N/A Residual: Pressure N/A Available Pressure at lime 01 Test N/A Sr,ter, Serrard 44.680 @ 327.09 Syster. fler.ard orrlud,rg Hose HJtO.aeHaa at S01e) 44.680 @ N/A (,,©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.42.0 3/18/2016 9:08:22AM Page 4 Job Number: 15-288 Rnrsrf rintinn (rg1inr, (rusrn I 11 1111 Node Analysis Job Number: 15-288 Report Description: Ordinary Group 1(1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(ppm) 43 9-6 E(2'-3%) 13.586 44 9-6 T(5'-91/4) 13.912 45 46 _____47____ 96 T(5-91/4) 12.706 12.391 - - 9-6 E(2'-3%) 9-6 3-3%) - - 13.928 48 9-6 E(3'-33/4) 14.908 49 - 9-6 E(3'-3%) - 13.801 50 9-6 1(5-91/.) 13.783 51 52 9-6 E(2'-3%) 13.460 - 9'-6 E(2'-33h) 12.278 53 9-6 E(3'-3%) 14.771 54 9-6 1(5-91/4) 12.590 61 26-6 E(5'-O) 5.937 62 26-6 E(5'-O) 5.937 3 -5-0 S, T(32'-2-/4) 68.476 327.09 101 8-0% Spr(-28.563) 28.563 29.93 102 8-31/4 Spr(-17.927) 17.927 23.71 103 8'-3'h Spr(-17.088) 17.088 23.15 104 8-3% Spr(-17.085) 17.085 17.990 14.906 23.15 - 23.75 21.62 - 105 106 8-31/4 Sp(-17.990)_- - 8'-3'h Spr(-14.906) -107 8-3% p(-14.904) 14.904 21.62 108 9,-0 Spr(-13.467) - -- 13.467 2055 109 9,-0 Spr(-13.387)-- -13.387 20.49 -- 110 _________ 9,-0 Spr(-12.242) -- 12.242 13.260 1959. 20.39 - 111 9-0% Spr(-13.260) 112 9-0% Spr(-13.340) 13.340 20.45 113 9-0% Spr(-12.295) 12.295 19.64 114 9-0% Spr(-12.184) 12.184 19.55 115 9-0% Spr(-12.125) 12.125 19.50 1 -5,-0 LtE(9'-8) 52.184 2 -5-0 LtE(10'-01/2) 67.086 4 -5-0 EE(6'-81/.) 51.674 6 1,-0 LtE(6'-21/.) 48.528 7 9 14 15 • 18 1-0 - LtE(6'-21/2) BOR 46.763 - 44.680 13 2-01/4 25.718 25.460 20.518 - T-9PQ6-71/2) -- 7-9 ._19. --7-9 7-9 LtE(4'-l) PO(6'-7%) - --__ 16.650 .fPZ) .__ T(137% PO(6'-71/2) L!7 1740 19 7-9 P0(6-7%) 16.504 20 8-6 P0(6-71/2) 30.906 21 8-6 P0(6-71/.) 34.926 22 8-6 P0(6-71/2) 32.916 23 8-6 P0(6-71/2) 35.498 24 8-6 P0(13-7%) 30.753 25 8-6 P0(6-71/2) I 30.587 26 8-6 LtE(6'-2%) 40.389 - 27 ------ -F 32 41 -- - 36 -6 ------ - ---- - ------8-9 - 89 - •••• 8-9 E(2'-3) -- .---• P0(6:71/2) - - 4 T59 - .• _••4 T(5'-9%) 29.018 - 15.050 -. 18.685 18.967 i 7.292 17.801 ---- - --- 4 ------- - -- -•-• ------- -- 37 8-9 E(2-3%) 18.214 38 8-9 E(3'-3%) j 16.538 39 8-9 E(2-3%) 15.062 40 8-9 T(5'-91/4) 15.510 , © M.E.P.CAD, Inc. J AutoSPRINK® 12 02.0.42.0 3/18/2016 9:08:23AM Page 5 IHydrauIic Analysis I Job Number: 15-288 Report Description: Ordinary Group 1(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route l ..... DR 1.0800 19.50 6.83 120 0.107756 0-5% Pt 0.673 115 54 9-0% 9-6 19.50 5.6 12.125 12.590 Sprinkler, T(5'-91/4) 5-91/4 6-3 Pe Pv -0.208 BL 1.4080 39.05 8.05 120 0.107004 801h Pf 1.211 54 49 9-6 9-6 19.55 12.590 13.801 Flow (q) from Route 2 E(3'-3%) 3-3% 11-3% Pe Pv RN 1.4080 39.05 8.05 120 0.107004 1-0 Pt 0.815 49 29 9-6 8-6 13.801 15.050 P0(6-71/2) 6-7'/2 7-7% Pe Pv 0.434 FM 2.2030 39.05 3.29 120 0.012095 11,-1 Pt 0.134 29 28 8-6 8-6 15.050 15.184 11,-1 Pe Pv FM 2.2030 78.28 6.59 120 0.043793 17-2% Pt 1.830 28 17 8-6 7-9 39.23 15.184 17.340 Flow (q) from Route 3 E(6'-9%), LtE(4'-l), T(13-7%) 2461/ 41-9% Pe Pv 0.326 FM 2.2030 160.16 13.48 120 0.164669 3-9 Pt 0.617 17 16 7-9 7-9 81.89 17.340 17.957 Flow (q) from Routes 3-9 Pe Pv FM 2.2030 203.40 17.12 120 0.256232 10-0 Pt 2.561 16 15 7-9 7-9 43.24 17.957 20.518 Flow (q)from Route 9 10-0 Pe Pv FM 2.2030 249.70 21.02 120 0.374449 9-1% Pt 4.942 15 14 7-9 7-9 46.30 20.518 25.460 Flow (q) from Route 11 LtE(4'-l) 4-1 13-2% Pe Pv FM 2.7030 249.70 13.96 120 0.138288 1-10% Pt 0.258 14 13 7-9 7-9 25.460 25.718 1-10% Pe Pv 0.000 FM 2.7030 297.16 16.61 120 0.190809 11-0 Pt 5.361 13 24 7-9 8-6 47.46 25.718 30.753 Flow (q) from Route 13 EE(4'-8), 2LtE(6-21/2) 17-1% 28-11/4 Pe Pv -0.326 FM 2.7030 327.09 18.29 120 0.227876 0-8 Pt 0.153 24 20 8-6 8-6 29.93 30.753 30.906 Flow (q) from Route 15 0-8 Pe Pv FM 2.7030 327.09 18.29 120 0.227876 8-9% Pt 2.010 20 22 8-6 8-6 30.906 32.916 8-91/4 Pe Pv FM 2.7030 327.09 18.29 120 0.227876 8-9% Pt 2.010 22 21 8-6 8-6 32.916 34.926 8-9% Pe Pv FM 2.7030 327.09 18.29 120 0.227876 2-6 Pt 0.571 21 23 8-6 8-6 34.926 35.498 2'-6 Pe Pv FM 2.7030 327.09 18.29 120 0.227876 2-93/4 Pt 4.891 23 26 8-6 8-6 35.498 40.389 3LtE(6-21/2) 18-7% 21-5% Pe Pv 0.000 FR 2.7030 327.09 18.29 120 0.227876 6-5% Pt 1.478 26 9 8-6 2-0% 40.389 44.680 f(-0.000), BOR 6-5% Pe Pv 2.813 FR 2.7030 327.09 18.29 120 0.227876 1-0 Pt 1.646 9 7 2-0% 1-0 44.680 46.763 LtE(6-2'A) 6-2% 7-2% Pe Pv 0.437 UG 2.7030 327.09 18.29 120 0.227876 1-61/4 Pt 1.765 7 6 1-0 1-0 46.763 48.528 LtE(6'-21/2) 6-2% 7-9 Pe Pv UG 4.2200 327.09 7.50 140 0.019573 11-0 Pf 0.543 6 4 1-0 -5-0 48.528 51.674 LtE(10-0%), EE(6-8%) 16-83/4 27-8% Pe Pv 2.603 UG 4.0800 327.09 8.03 150 0.020304 15-5 Pt 0.509 4 1 -5-0 -5-0 51.674 52.184 LtE(9'-8) 9-8 25-1 Pe Pv UG 4.2200 327.09 7.50 140 0.019573 16-0 Pt 14.902 1 2 -5-0 -5-0 52.184 67.086 3LtE(10'-01/2), t(-14.000) 30-1% 46-1% Pe Pv UG 4.0800 327.09 8.03 150 0.020304 33-0% Pt 1.390 2 3 -5-0 -5-0 67.086 68.476 GV(3'-2%), S T(32'-2%) 35-51/4 68-5% Pe Pv 250.00 Hose Allowance At Source 3 577.09 ..... Route 2 ..... , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.42.0 3/18/2016 9:08:25AM Page 6 IHYdraulic Analysis Job Number: 15-288 Report Description: Ordinary Group 1(1) Pip]ype Diameter - Flow Velocity HWC - FrictionLoss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length TotalLength Summary DR 1.0800 19.55 6.85 120 0.108240 0-5% Pt 0.301 11 ' 52 9-0% 9-6 19.55 5.6 12.184 12.278 Sprinkler, E(2-3%) 2'-33h 2-9% Pe Pv -0.208 BL 1.4080 19.55 4.03 - - - - 120 0.029749 10-6 10-6 Pt Pe Pv 0.312 52 9-6 12.278 54 9-6 12.590 QD ..... Route 3 ..... DR 1.0800 19.59 6.86 120 0.108719 0-6 Pt 0.681 110 45 9-0 9-6 19.59 5.6 12.242 12.706 Sprinkler, T(5'-91/4) 591/4 6-3% Pe Pv -0.217 BL 1.4080 39.23 8.08 120 0.107933 8-0% Pt 1.222 45 47 9-6 9-6 19.64 12.706 13.928 Flow (q) from Route 4 E(3'-3%) 3-31/4 11-3% Pe Pv RN 1.4080 39.23 8.08 120 0.107933 1-0 Pt 0.822 47 28 9'-6 8-6 13.928 15.184 P0(6-7%) 6-71/2 7-7% Pc Pv 0.434 =_ ..... Route 4 ..... DR - 1.0800 19.64 6.88 - 120 0.109153 0-53/4 Pt 0.304 113 46 9-0% 9'-6 19.64 5.6 12.295 12.391 Sprinkler, E(2'-3%) 2-3% Pc 2-9% Pv -0.208 BL 1.4080 - 19.64 4.05 120 0.030000 10-6 Pt 0.315 46 45 9-6 9-6 12.391 12.706 Pc 10-6 Pv =. ..... Route 5 ..... DR 1.0800 20.39 7.14 120 0.117056 0-5% Pt 0.731 111 50 9-0% 9'-6 20.39 5.6 13.260 13.783 Sprinkler, T(5'-9¼) 5-9% 6-3 Pc ~Pv -0.208 BL 1.4080 40.85 8.42 120 0.116300 5214 Pt 0.988 50 53 9'-6 9'-6 20.45 13.783 14.771 Flow (q) from Route 6 E(3'-3%) 3-3% 8-6 Pc Pv RN 1.4080 40.85 8.42 120 0.116300 1-9 Pt 0.973 53 19 9'-6 7-9 14.771 16.504 P0(641A) 6'-7% 8'-4% Pc Pv 0.760 FM 2.2030 40.85 3.44 120 0.013146 11-1 Pt 0.146 19 18 7-9 7-9 16.504 16.650 11,-i Pc Pv FM 2.2030 81.89 6.89 120 0.047600 6-33/. Pt 0.690 18 17 7-9 7-9 41.04 16.650 17.340 Flow (q)from Route 7 2LtE(4'-l) 8-2% 14-6 Pc Pv -Route6 ..... DR 112 51 1.0800 9-0% 9-6 20.45 20.45 7.16 5.6 120 13.340 13.460 0.117706 Sprinkler, E(2'-3%) 0-5% 2-3% 291,4 Pt Pc Pv 0.328 -0.208 51 50 1.4080 9'-6 9'-6 - 20.45 - -- 4.21 -. 120 - 13.460 13.783 0.032350 10-0 10-0 Pt Pc Pv 0.323 - Route 7 ..... DR 1.0800 20.49 7.18 120 0.118085 0-6 Pt 0.739 109 44 9-0 9-6 20.49 5.6 13.387 13.912 Sprinkler, T(5'-9¼) 5-9% 6'-3 Pc Pv -0.213 BL 1.4080 41.04 8.46 120 0.117322 5-21/4 Pt 0.996 44 48 9-6 9-6 20.55 13.912 14.908 Flow (q) from Route 8 E(3'-3%) 3-3% 8'-6 Pc Pv RN 1.4080 41.04 8.46 120 0.117322 1-9 Pt 0.982 48 18 9-6 7-9 14.908 16.650 P0(6-7%) 6'-7% 8-4% Pc Pv 0.760 =. ..... Route 8 ..... DR 108 43 1.0800 9-0 9'-6 20.55 20.55 7.20 5.6 120 13.467 13.586 0.118740 Sprinkler, E(2'-3%) 0-6 2-31/4 2-9% Pt Pc Pv 0.332 -0.213 BL 1.4080 20.55 4.23 120 0.032634 10,-0 Pt 0.326 43 44 9-6 9'-6 13.586 13.912 10-0 Pc Pv Go ..... Route 9 ..... DR 107 40 1.0800 8'-31/4 8-9 21.62 21.62 7.57 5.6 120 14.904 15.510 0.130417 Sprinkler, T(5'-9%) 0-5% 5-9% 6-3 Pt Pc Pv 0.814 -0.208 BL 40 38 1.4080 8'-9 8'-9 43.24 21.62 8.91 120 15.510 16.538 0.129226 Flow (q)from Route 10 E(3'-33/4) 4-7% 3-3% 7-111/2 Pt Pc Pv 1.027 RN 38 16 1.4080 8'-9 7-9 43.24 8.91 120 16.538 17.957 0.129226 P0(6-7%) 1-0 6-7% 7-71/2 _pv Pt Pc 0.985 0.435 (.,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.42.0 3/18/2016 9:08:25AM Paae7 11 IHYdraulic Analysis 0 Job Number: 15-288 Report Description: Ordinary Group 1 (1) Pipe Type - - - Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Gb ..... Route lO ..... OR' 1 1.0800 21.62 7.57 120 0.130437 0-5% Pt 0.363 106 39 8-3% 8-9 21.62 5.6 14.906 15.062 Sprinkler, E(2'-3%) 2-3% 2-9% Pe Pv -0.208 BL 1.4080 21.62 4.46 120 0.035849 12-6 Pf 0.448 39 40 8-9 8-9 15.062 15.510 12-6 Pe Pv =. ..... Route ll ..... DR 1.0800 23.15 8.11 120 0.147977 0-5% Pt 0.924 104 36 8-31/4 81-9 23.15 5.6 17.085 17.801 Sprinkler, T(5'-91/.) 5-9% 6-3 Pe Pv -0.208 BL 1.4080 46.30 9.54 120 0.146626 4-7% Pt 1.166 36 33 8-9 81-9 23.15 17.801 18.967 Flow (q) from Route 12 E(3'-3%) 3-3% 7-11% Pe Pv -0.000 RN - 1.4080 46.30 9.54 120 0.146626 1-0 Pt 1.117 33 15 8-9 7-9 18.967 20.518 P0(6-71/2) 6-7% 7-71/2 Pe Pv 0.435 =. ..... Route 12 ..... DR 1.0800 23.15 8.11 120 0.148000 0-5% Pt 0.412 103 35 8-3% 8-9 23.15 5.6 17.088 17.292 Sprinkler, E(2'-3%) 2'-33/4 2-9% Pe Pv -0.208 BL 1.4080 23.15 4.77 120 0.040676 12-6 Pt 0.509 35 36 81-9 8'-9 17.292 17.801 12-6 Pe Pv QP ..... Route 13 ..... DR -1.0800 23.71 8.30 120 0.154709 0-53/4 Pt 0.966 102 32 8-3% 8'-9 23.71 5.6 17.927 18.685 Sprinkler, T(5'-91h) 5-9% 6-3 Pc Pv -0.208 BL 32 30 1.4080 81-9 8'-9 47.46 23.75 9.78 120 18.685 24.114 - - 0.153535 Flow (q)from Route 14 4E(3'-3%), 21(6'-71/2) 8-10% 26'-5% 35-41/4 Pt Pc Pv 5.429 RN 30 13 1.4080 8-9 7-9 47.46 9.78 120 24.114 25.718 0.153535 P0(6-71/2) 1-0 6-7% 7-7% Pt Pc Pv 1.170 0.435 GO ..... Route 14 ..... DR 1.0800 23.75 8.32 120 0.155213 0-5% Pt 0.432 105 37 8-3% 8-9 23.75 5.6 17.990 18.214 Sprinkler, E(2'-3%) 2-3% 2-9% Pc Pv -0.208 BL 1.4080 23.75 4.89 120 0.042659 1101/4 Pt 0.470 37 32 8-9 8-9 18.214 18.685 11-0% Pc Pv 60 ..... Route 15 ..... DR 1.0800 29.93 10.48 120 0.238039 0-5% Pt 0.663 101 27 8'01h 8'-6 29.93 5.6 28.563 29.018 Sprinkler, E(2-3%) 2-3% 2'-9% Pc Pv -0.208 BL 1.4080 29.93 6.17 120 0.065422 17-41/4 Pt 1.569 27 25 8'-6 8'-6 29.018 30.587 P0(6-71/2) 6-7% 23-11% Pc Pv FM 25 24 2.2030 8-6 8-6 29.93 2.52 30.587 30.753 120 -0.007395 LtE(4-1), P0(13-7%) - -- - 4-83/4 17-83/4 22-5% Pt Pc Pv 0.166 lEquivalent Pipe Lengths of Valves and Fittings (C120 only) / Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of 100 Multiplying Factor - 0.713 130 1.16 140 1.33 150 1.51 (s,, © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.42.0 3/18/2016 9:08:25AM Paae 8 1111 Hydraulic Analysis Job Number: 15-288 Ordinary Group 1 (1) fp!yp_ Diameter Flow Velocity HWC --Friction Loss Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream - ILength lEq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 11W Elbow Ee2 221/2' Elbow I Flow Device Id Flex Drop FDC Fire Department Connection IE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out Ply Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (,©M.E.P.CAD, Inc. AutoSPRlNK®l2v12.0.42.0 3/18/2016 9:08:25AM Page 9 1111 Hydraulic Overview Job Number: 15-288 Reoort Descriotion: Residential-4 Head Caic (2 Job Job Number Design Engineer 15-288 Francisco Ibarra Job Name: CF Juniper Apartments Phone (619) 588-6364 FAX (619) 588-6805 Address 1 385 Juniper Avenue State Cartificalion/Lioerrse Number C16 682025 Ad dress 2 Carlsbad, CA 92008 AHJ Carlsbad Fire Department Address 3 Job Srrelguildirg 385 Juniper Avenue System Density Area erApplibaliorr 0.100gpm/ft1 Are; (Actual 466.86ft°) Most Demanding Sprinkler Dala Hose Streams 4.9 K-Factor 20.80 at 18.019 100.00 Coeerage Per Sprirklrr Number Otoprrklets Celnotaled 208.00ft2 4 71.312 84.77 Total Demand 184.77 @71.312 Prassure Result +18.522(20.6%) Supplies Check Point Gauges Node Name Flow(gprn) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 3 Water Supply 4850.00 100.00 90.000 20.000 BOR 53.716 11.57 84.77 CP Juniper Apartments.cad Water Supply at Node 3 (4850.00, 250.00, 90.000, 20.000) 100 I 90 Static Pressure 90.000 I.. • .1 4.77 @ 71.312 U uuj 70 184.77 with hose streams 60 CL System demand curve -e • 7— .' .d 30- 20- - - 4850.00 t 20.000_ 1: [j ' 8550 895c800 4750 5700 6650 7600 9500 L Water flow, gpm (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.42.0 3/18/2016 8:31:10AM Page 1 §1 IHydrau1ic Summary Job Number: 15-288 Rnnrt flperrintinn RsidntiI-4 kP/Br ('./BIr. 12 Job Job Number Design Errgiroor 15-288 Francisco Ibarra Job Narr,O. CR Juniper Apartments Slate CortitoalioslLloense Number C16 682025 AHJ Carlsbad Fire Department Address 1 385 Juniper Avenue Addross 2 Job Sire/Building Carlsbad, CA 92008 385 Juniper Avenue Address Drawing Name CP Juniper Apartments.cad System Remote Area(s) Mest Demanding Sprinkler Data Occupancy Job So/Se 4.9 K-Factor 20.80 at 18.019 Residential-4 Head Caic Hose Allowance At Source Density Area of Application 100.00 0.1oogpmlft2 900.00ft2 (Actual 466.86ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gom) 4 208.00ft2 AutoPeek Results: Pressure For Remote 0/m(s) Adjacent To Most Remote flea Left: 68.396 To/el Hose Streams 100.00 System Flow Demand Total Water Required (Including Hose Alloevanco) 84.77 184.77 Meaimom Pressure Unbalance In Loops 0.000 Maximum Vulocity Above Ground 17.82 between nodes 41 and 59 Maximum Velocity Under Ground 4.74 between nodes 6 and 7 Volume capeoltyot Wet PIP— Volume capacity of Dry Pipns 149.04ga1 Supplies Hose Flow Static Residual Flow Available Total Demand , Required Safety Margin Node Name (gpm) (psi) (psi) ' '' (qpm) (psi) (ppm) (psi) (psi) 3_j Water Supply 100.00 90.000 -----20.000 4850.00 - f89.834 j_l84.77 71.312 _-- 18.522 -- Contractor ConSector Number 71 eme Contact IN...ct Paul Barton C. led ra Super Name of Contraulor: Naylor Construction Phone (760) 814-3486 Eelepmsiorr Add- 1 2033 San Elijo Avenue FAX Address 2 Suite #252 E.mel paul.barton@naylorcon.com Ad dress 3 Cardiff, CA 92007 Web-SilO , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:31 11AM Page 2 1111 HydrauIic Graph Job Number: 15-288 Rrsrsrt flrar'rrastirsn PpesidesntiyeI4 I-bsrad ('raPes 19 Water Supply at Node 3 100- -Static Pressure 90.000_ 80— = 4.77t71.312 70— 184.77 with hose streams 60 CL - U) - S stem demand curve 30 20- - _______ ________ 0.00 @ 20.000 10— I1J.l.l.Il.I.I.I.l_l..l..' 111111111 IIIIIIII 1111111 I 11111111 11111111 liii I I I I I I I I I I I I b50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 3 Static: Pressure 90.000 Residual Pressure 20.000 @ 4850.00 Available Passure at rime Of Test 89.834 @ 184.77 71.312 @84.77 System Damena Itrurudno RoSe yJlsasros St Soumel 71.312 @ 184.77 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.42.0 3/18/2016 8:31:13AM Page 3 AllHydraulic Graph Job Number: 15-288 Pas,,srt Dnc,'ri fi^na P hl.,tjl_A ('I, 1')b BOR _____ 100- - 1-T 0 Static Pressure 90.000_ 8O —\___________ 70 4.77 IF 53.716 \ '85 0 184.77 with hose streams 50- - cI 0 40— 30 S fstem demand curve 20— - _____ _______ 0.00 @ 20.000 10- 0 — Ull LLIIII!JJiIiiJ1 1 111111 111111111 111111 I 111111111 111111111 11111111 I 111111111 %501 0 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydreule Graph BOR Sidle Pressure N/A Residual: Pressure N/A Available Pressure A Time of leer N/A Srsler,r Derrerd 53.716 @84.77 Sysleri Deirierd ilseleure Hose fijiereareS ci Soured 53.716 @ N/A , © M.E.P.CAD, Inc. 411 AutoSPRINK® 12 02.0.42.0 3/18/2016 8:31:13AM Page 4 1111 Node Analysis Job Number: 15-288 Renort flerintion RpsidpntiI-4 He1 CAr. (\ Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3 -5-0 S, T(32'-23/) 71.312 84.77 201 17-4 Spr(-18.409) 18.409 21.02 202 - 17-4 Spr(-18.019) -- 18.019 20.80 204 203----- 17-4 -- p9.63 Spr(-18.787) 19.635 18.787 21.71 --21.24 -- 17-4 1 -5-0 LtE(9-8) 57.123 2 -5-0 ___________-- LtE(1O'-O'/) 71.198 57.082 4 6 -5-0 EE(6-8%) LtE(6-2/2) 1-0 54.434 54.289 7 1-0 LtE(6-21/2) 9 2-0% BOR 53.716 13 7-9 LtE(4'-l) 49.754 14 7-9 P0(6-71/2) 49.789 15 7-9 P0(6-71/2) 49.084 16 7-9 P0(6-7%) 49.084 20 8-6 P0(6-71/2) 50.002 21 8-6 P0(6-71/2) 50.333 22 8-6 P0(6-7%) 50.167 24 8-6 P0(6-7%) - 50.380 - 25 28 33 8-6 - 8-6 LtE(6-21/2) 48.758 50.782 PO(6'-71/2L E(3'-3%) - 8-9 - 45.229 34 8-9 E(3-3%) 35.551 -- 41 57 58 9-3 T(5-0) 35.109 17-10 19.575 20.361 17-10 1(5-0) 59 17-10 1(5-0) 20.451 61 26-6 E(5'-O) 40.952 62 26-6 E(5'-O) 40.952 )',©M.E.P.CAD, Inc. AutoSPRINK®12v12.0.42.0 3/18/2016 8:31:14AM Page 11 IHYdraulic Analysis M Job Number: 15-288 Report Description: Residential-4 Head Calc (2) f)pyp__, Downstream Upstream Diameter Elevation Flow Discharge Velocity K-Factor HWC Pt Pn Friction Loss Fittings Length Pressure Eq. Length Summary Total Length =. ..... Route l ..... OR' 1.1010 20.80 7.01 150 0.073161 9-3 1 Pf 1.775 202 57 174 17-10 20.80 4.9 18.019 19.575 Sprinkler, 2E(5'-O), T(5'-O) 15-0 24'-3 Pe Pv -0.219 BL 1.3940 41.82 8.79 150 0.084419 9-3% Pf 0.786 57 58 17-10 17-10 21.02 19.575 20.361 Flow (q)from Route 2 9-3% Pc Pv BL 1.3940 63.06 13.26 150 0.180460 0-6 Pf 0.090 58 59 17-10 17-10 21.24 20.361 20.451 Flow (q) from Route 3 0-6 Pe Pv BL 1.3940 84.77 17.82 150 0.311960 23-03/4 Pt 10.935 59 41 17-10 9-3 21.71 20.451 35.109 Flow (q) from Route T(6'-O), E(6'-O) 12-0 35'-O'/.;Pv Pc 3.723 RN 1.4080 84.77 17.47 120 0.449001 0-6 1 Pt 0.225 41 34 9-3 8-9 35.109 35.551 0-6 Pc Pv 0.217 BL 1.4080 84.77 17.47 120 0.449001 8-3% Pf 9.678 34 33 8-9 8-9 35.551 45.229 E(3'-3%) T(6-7'/), E(3'-3%) 13-2% 21-6% Pc Pv -0.000 RN 1.4080 84.77 17.47 120 0.449001 TO Pt 3.421 33 15 8-9 7-9 45.229 49.084 PO(6-7'/2) 6'-7'/2 7-7% Pc ~Pv 0.435 FM 2.2030 84.77 7.14 120 0.050753 9-1% Pf 0.670 15 13 7-9 7-9 49.084 49.754 LtE(4'-l) 4-1 13-2% Pc Pv FM 2.7030 84.77 4.74 120 0.018744 1-10% Pt 0.035 13 14 7-9 7-9 49.754 49.789 1-10% Pc Pv 0.000 FM 2.7030 84.77 4.74 120 0.018744 11-8 Pf 0.539 14 20 7-9 8-6 49.789 50.002 EE(4-8), 2LtE(6'-21/2) 17-1% 28-9% Pc Pv -0.326 FM 2.7030 84.77 4.74 120 0.018744 8-9% Pf 0.165 20 22 8-6 8-6 50.002 50.167 8-91/4 Pc Pv FM 2.7030 84.77 4.74 120 0.018744 8-93/4 Pt 0.165 22 21 8-6 8-6 50.167 50.333 8-9% Pc Pv FM 2.7030 84.77 4.74 120 0.018744 2'-6 Pt 0.047 21 24 8'-6 8-6 50.333 50.380 2-6 Pc Pv FM 2.7030 84.77 4.74 120 0.018744 2-9% Pf 0.402 24 25 8-6 8-6 50.380 50.782 3LtE(6'-21/2) 18-7% 21-5% Pc Pv 0.000 FR 2.7030 84.77 4.74 120 0.018744 6-5% Pf 0.122 25 9 8-6 2-0% 50.782 53.716 f(-0.000), BOR 6-5% Pc Pv 2.813 FR 2.7030 84.77 4.74 120 0.018744 1-0 Pt 0.135 9 7 2-0% 1-0 53.716 54.289 LtE(6'-21/2) 6-2% 7-21/4 Pc Pv 0.437 UG 2.7030 84.77 4.74 120 0.018744 1-6% Pt 0.145 7 6 1-0 11-0 54.289 54.434 LtE(6'-21/2) 6-21/2 7-9 Pc Pv UG 4.2200 84.77 1.94 140 0.001610 11,-a Pt 0.045 6 4 1,-0 -5-0 54.434 57.082 LtE(10'-01/2), EE(6'-8%) 16-8% 27-8% Pc Pv 2.603 UG 4.0800 84.77 2.08 150 0.001670 15-5 Pf 0.042 4 1 -5-0 -51-0 57.082 57.123 LtE(9-8) 9-8 25-1 Pc ~Pv UG 4.2200 84.77 1.94 140 0.001610 16-0 Pf 14.074 1 2 -5-0 -5-0 57.123 71.198 3LtE(10'-0%), f(-14.000) 30-1% 46'-11h Pc Pv UG 4.0800 84.77 2.08 150 0.001670 33-0% Pt 0.114 2 3 -5-0 -51-0 71.198 71.312 GV(3'-2%), S, T(32'-2%) 35-51/. 68-5% Pc Pv 100.00 Hose Allowance At Source 3 184.77 so ..... Route 2 ..... DR 1.1010 21.02 7.08 150 0.074623 3-63/4 Pt 1.385 201 57 17-4 17-10 21.02 4.9 18.409 19.575 Sprinkler, 2E(5'-O), T(5'-O) 15-0 18-6% 1 Pc iPv -0.219 140 ..... Route 3 ..... f, © M.E.P.CAD, Inc. J AutoSPRINK® 12 v12.0.42.0 3/18/2016 8:31:1 5AM Page 6 IHYdrau1ic Analysis Job Number: 15-288 LJI Report Description: Residential4 Head Calc (2) Pip!jype Diameter -- - Flow Velocity HWC --Friction Loss 4 Length Eq. Length Pressure Summary - Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream LTotal Length DR 1.1010 21.24 7.16 150 0.076040 8-7 Pt 1.793 201 17-4 21.24 4.9 18.787 Sprinkler, 15-0 Pe -0.219 58 17-10 20.361 2E(5'-O), 1(5-0) 23-7 Pv Qb ..... Route 4 ..... DR 1.1010 21.71 7.32 150 0.079209 3-0% Pt 1.035 203 17-4 21.71 4.9 19.635 Sprinkler, 10-0 Pe -0.219 59 17-10 20.451 E(5'-O), 7(5-0) 13-01/, Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier I Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backfiow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.42.0 3/18/2016 8:31:15AM Page 7 IHydrau1ic_Overview Job Number: 15-288 Risrerert flisegeTrintiren Posegirtantial-d t-lssueet ('gel,' Job Job Number Design Engineer 15-288 Francisco Ibarra Job Name- CP Juniper Apartments Address I Phoele (619) 588-6364 FAX (619) 588-6805 State Cet3loatioslUc,noe Number C16 682025 385 Juniper Avenue Address 2 Carlsbad, CA 92008 AOl Carlsbad Fire Department Addroso 3 Job Site/Building 385 Juniper Avenue System Density Area of Application 0.loog pm/ft° 832.00ft2 (Actual 325.41 ft2) Most Demanding Sprinkler Data Hose Streams 4.9 K-Factor 20.80 at 18.019 100.00 Number ON Spnnklors Calculated Coverage Pot Sptinktet 208 .00f12 4 5yt.rr Pee..cr, Bereaod Seslemftao Bernard 72.695 84.27 -- Total Demand 184.27 @72.695 Pressure Result +17.140(19.1%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 3 Water Supply 4850.00 100.00 90.000 20.000 BOR 55.105 11.35 84.27 CP Juniper Apartments.cad Water Supply at Node 3 (4850.00, 250.00, 90.000, 20.000) 100.111 I ° 0'. go Static Pressure 90.000 80 4 4.27 t 72.695 70- 184.27 with hose streams Er 60- - - l • P G) 50 curve 4 30 System demand I - I L I °. . UUUU : Oil Le 10- L _I 111111111 111111111 '11111111 '11111111 0 9500 8Q9853800 5700 7600 4750 6650 8550 Water flow, gpm , © M.E.P.CAD, Inc. Lill AutoSPRINK® 12 v12.0.42.0 3/18/2016 8:18:12AM Page 1 1111 HydrauIic Summary Job Number: 15-288 Rennrt Dcr.rintinn: Rside.ntial-4 Head CIrt (t Job Job Number Design Engineer 15-288 Francisco Ibarra Job Name: CP Juniper Apartments State Cn,tifloaliordLisense Number C16 682025 Address I 385 Juniper Avenue Al-Id Carlsbad Fire Department Address 2 Job Son/Building Carlsbad, CA 92008 385 Juniper Avenue Address 3 Drawing Name CP Juniper Apartments.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Jab SuIts 4.9 K-Factor 20.80 at 18.019 Residential-4 Head Calc Hose Allowaone At Source Density Area otApplicat:on 100.00 0.1100gpmlft° 832.00ft2 (Actual 325.41ft°) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(ppm) 4 208.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose St- 100.00 System Flow Demand Total Water Required (including Hose Allowance) 84.27 184.27 Msoimom Pressure Unbalance In Loops 0.000 Manimum Velocity Ab000 Ground 17.71 between nodes 55 and 64 Maximum Velocity Under Ground 4.71 between nodes 6 and 7 Volume capacity of Wet Pipes Volume capacity otDry Pipes 149.04ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin ,.. ,. Node Name (gpm) (psi) (psi) ' '' gpm) (psi) (qpm) (psi) (psi) 3 Water Supply 100.00 000 20.000 4850.00 89.835 184.27 72.695 17.140 Contractor Cnctrantvr Numbor 71 Contact Name Paul Barton Contact Title Super Name at Contractor Naylor Construction Phone (760) 814-3486 Evtorrsion Add.... 1 2033 San Elijo Avenue FAX Address 2 Suite #252 E-mail paul.barton@naylorcon.com Address 3 Cardiff, CA 92007 WBtcSIO (, © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:18:13AM Page 2 1111 Hydrau1ic Graph Job Number: 15-288 Rnnrt Dp.qnrinfinn, Rasidcantital-4 ksisd (I (\ Water Supply at Node 3 100 -: Static Pressure 90.000 80- 4.27 t 72.695 • 184.27 with hose streams 70: 60--- U, CL 50— S stem demand curve 40 20 - ______ ________ 0.00 l 20.000 10--- ,tIJ.I1J, rl.l.I.I.I.I_J_r I III! I I I I I I I I I I I I I I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I h50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 3 Static: Pressure 90.000 Residual: Pressure 20.000 @4850.00 Available Pressure at lime vilest 89.835 @ 184.27 72.695 @ 84.27 System flemerd (IrcAdira vase dllmaarre at Source) 72.695 @ 184.27 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:18:14AM Page 3 ANIHydrau1ic Graph Job Number: 15-288 Reoort Descriotion: Residential-4 Head CIc (31 BOR 100-: 90 - Static Pressure 90.000_ 80- 70 - 60— 4.27 9 55.105 184.27 with hose streams 50 IL - 40---- stemdemandcurve 30 20 - - ______ ________ 0.00 20.000 11111111 111111111 1111111 I III liii I liii liii III I ii I I I I I I 111 I 50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure vi tme of Tesi N/A Syslerr Serreud 55.105 @ 84.27 Systerr Serrord llrulud:ro 0005 pJloaerrr, at soured 55.105 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:18:14AM Page 4 1111 Node Analysis Job Number: 15-288 Reoort Descriotion: Residential-4 Head Caic (3 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3 -5-0 S, 1(32-2%) 72.695 84.27 401 27-0 Spr(-19.058) 19.058 21.39 402 27-0 Spr(-18.659) 18.659 21.17 - 403 27-0 Spr(-18.214) 18.214 20.91 404 - 1 27-0 Sp(-18.019) 18.019 20.80 -5-0 LtE(9-8) 58.508 2 4 - -50 10-0%) 72.582 -5-0 58.467 6 - 1-0 )_____________________ - - 55.820 7 1-0 LtE(6-2V2) 55.676 9 2-0'/4 BOR 55.105 14 7-9 P0(6-7'!2) 52.101 15 7-9 P0(6-7'!2) 52.101 16 7-9 P0(6-7%) 52.101 20 8-6 P0(6-71/2) 51.774 21 8-6 P0(6-71/2) 51.774 1 22 8-6 P0(6-71/2) 51.774 24 8-6 P0(6-71/2) 51.774 25 8-6 LtE(6'-21/2) 52.172 28 8-6 o(r'!) 51.774 it 42 9-6 3-3%L 47.959 it 55 61 10-0 40.342 26-6 43.969 it - -- 62 26-6 E(L 43.969 64 27--6 22.955 1 65 27-6 T(5'-O) 19.262 66 27-6 T(6'-O) 18.982 67 27-6 T(5'-O) 18.993 76 27-6 1(5-0) 18.856 it 1, © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:18:16AM Page 5 Hydraulic Analysis Job Number: 15-288 Report Description: Residential-4 Head Calc (3) Pipe Type Downstream Upstream Diameter Elevation - -Flow Discharge Velocity _ K-Factor HWC Pt Pn Friction Loss Fittings - Length Eq. Length Total Length Pressure Summary Qb •••• Route 1 ..... DR - 1.1010 20.80 7.01 150 0.073161 6-1% Pt 1.182 404 66 27-0 27-6 20.80 4.9 18.019 18.982 Sprinkler, 2E(5'-O) 10-0 16-1% Pe Pv -0.219 BL 1.3940 29.92 6.29 150 0.045418 6-2 Pf 0.280 66 65 27-6 27-6 9.12 18.982 19.262 Flow (q) from Route 3 6-2 Pc Pv 0.000 BL 1.3940 51.31 10.79 150 0.123209 29111/z Pt 3.691 65 64 27-6 27-6 21.39 19.262 22.955 Flow (q) from Route 4 29'-11'4 Pc 1 Pv 0.001 BL 1.3940 84.27 17.71 150 0.308532 25-9 Pt 9.797 64 55 27-6 10-0 32.96 22.955 40.342 Flow (q) from Route 2 E(6'-O 6-0 31-9 Pc Pv 7.590 BL 1.4080 84.27 17.36 120 0.444066 6-9 Pt 7.403 55 42 10-0 9-6 40.342 47.959 3E(3'-3%) 9-11 16-8 Pc Pv 0.214 RN 1.4080 84.27 17.36 120 0.444066 1-0 Pt 3.382 42 24 9-6 8-6 47.959 51.774 PO(6'7Y2) 6'-7'/2 I 771/z Pc Pv 0.434 FM 2.7030 84.27 4.71 120 0.018538 2-93/, Pt 0.398 24 25 8-6 8-6 51.774 52.172 31-tE(6'-21/i) 18-7% 21'-5'/2 Pc Pv 0.000 FR 2.7030 84.27 4.71 120 0.018538 6-51/. Pf 0.120 25 9 8-6 2-0% 52.172 55.105 f(-0.000), BOR 6-53/4 Pc Pv 2.813 FR 2.7030 84.27 4.71 120 0.018538 1-0 Pt 0.134 9 7 2-0% 1-0 55.105 55.676 LtE(6'-2'/.) 6-2% 7-2% Pc Pv 0.437 UG 2.7030 84.27 4.71 120 0.018538 1-61/4 Pt 0.144 7 6 1-0 1-0 55.676 55.820 LtE(6-2Y2) 621,4 7-9 Pc Pv UG 4.2200 84.27 1.93 140 0.001592 11-0 Pt 0.044 6 4 1-0 -5-0 55.820 58.467 LtE(10'-O'/.), EE(6'-81/4) 16-8% 27-8% Pc Pv 2.603 UG 4.0800 84.27 2.07 150 0.001652 15-5 Pt 0.041 4 1 -5-0 -5-0 58.467 58.508 LtE(9'-8) 9-8 25-1 Pc Pv UG 4.2200 84.27 1.93 140 0.001592 16-0 Pt 14.073 1 2 -5-0 -5-0 58.508 72.582 3LtE(10'-O'/.), f(-14.000) 30'-1'/4 46-1% Pc Pv UG 4.0800 84.27 2.07 150 0.001652 33-01/4 Pt 0.113 2 3 -5-0 -5-0 72.582 72.695 GV(3'-2%), S, T(32'-2%) 35-51/4 68-5% Pc Pv 100.00 Hose Allowance At Source 3 184.27 60 ..... Route 2 ..... DR 403 67 1.1010 27-0 27-6 20.91 20.91 7.05 4.9 150 18.214 18.993 0.073893 Sprinkler, E(5-0), T(5'-O) 3-6 10-0 13-6 Pt Pc Pv 0.998 -0.219 BL 1.3940 32.96 6.93 150 0.054342 36-10% Pt 3.959 67 64 27-6 27-6 12.05 18.993 22.955 Flow (q) from Route 5 4E(6'-O), 2T(6'-O) 36-0 72-101/. Pc Pv 0.002 GO ..... Route 3 ..... DR 402 76 1.1010 27-0 27-6 21.17 21.17 7.13 4.9 150 18.659 18.856 0.075560 Sprinkler, T(5'-O) 0-6 5-0 5-6 Pt Pc IPv 0.416 -0.219 BL 76 66 1.3940 27-6 27-6 9.12 1.92 150 18.856 18.982 0.005040 2E(6'-O), 1(6-0) 7-0% 18-0 2501/, Pt Pc Pv 0.126 0.000 =. ..... Route 4 ..... DR 1.1010 21.39 7.21 150 0.077056 0'-6 Pf 0.425 401 65 27-0 27-6 21.39 4.9 19.058 19.262 Sprinkler, T(5'-O) 6-0 Pe 5-6 IPv -0.221 Ga ..... Route 5 ..... BL 76 67 1.3940 27-6 27-6 12.05 2.53 150 18.856 18.993 0.008445 E(6'-O) 10'-3%tPt 6-0 16-3% Pc Pv 0.138 (,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.42.0 3/18/2016 8:18:17AM Page Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe 11111Yc1aUIiC Analysis Job Number: 15-288 Report Description: Residential-4 Head Calc (3) Pipjype - - Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Equvalent Pipe Lengths of Valves and Fillings (C=120 only) C Value Multiplier I Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22%' Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ,©M.E.P.CAD, Inc. AutoSPRlNK®12v12.0.42.0 3/18/2016 8:18:17AM Page 111 Hydraulic Overview Job Number: 15-288 Rennrt Dsrrintinn Rpidntial-4 Head rnlr I41 Job Job Number Design Engineer 15-288 Francisco Ibarra Job Name CP Juniper Apartments Phone (619)588-6364 FAX (619)588-6805 Ad dress 1 385 Juniper Avenue State Ceni550ffortloonse Numbot C16 682025 AddreSs 2 Carlsbad, CA 92008 AHJ Carlsbad Fire Department Address 3 Job Site/Building 385 Juniper Avenue System Density Area slAppllsa/lor 0.100gpm/ft2 832.00ft2 (Actual 235.35ft2) Most Demanding SpArk/Br Dc/B Hose S500ms 4.9 K-Factor 20.80 at 18.019 100.00 Coverage Per Sprinkler Number 01 Spnnlr/oss Coluoba/ed 208.00ft2 4 System Pressure Demand System Pies, Demand 79.639 84.92 Total Demand 184.92 @79.639 Pressure Rosa/b +10.195 (11.3%) Supplies Check Point Gauges Node Name Fiow(ppm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ctpm) 3 Water Supply 4850.00 100.00 90.000 20.000 BOR 62.042 10.78 84.92 CP Juniper Apartments.cad Water Supply at Node 3(4850.00, 250.00, 90.000, 20.000) = 100- C H90 Static Pressure 90.000 I • II I 80- 492 @ 79.639 • 184.92 with hose streams = + •— S .:. 60' .t I 50 System demand curve = I i 40 . F-1 L —, ::01 ).000 oi II o U:= -------jE!?j 10 - -- 01 - 8550 9500 Q53800 4750 5700 6650 7600 Water flow, gpm , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:17:04AM Page 1 1111 Hydrau1ic Summary Job Number: 15-288 Reoort DescriDtion: Residential-4 Head Caic (4) Job Job Number Design Engineer 15-288 Francisco Ibarra Job Borne: CP Juniper Apartments Stole CarWicatiordujoenna Number 016 682025 Address 1 385 Juniper Avenue AHJ Carlsbad Fire Department Add- 2 Job Site/Building Carlsbad, CA 92008 385 Juniper Avenue Address 3 Drooling Name OP Juniper Apartments.cad System Remote Area(s) Most Dnnrandieg Sprinkler Data 000ltpoeOy Job butte 4.9 K-Factor 20.80 at 18.019 Residential-4 Head Calc Hose Allowance Al Source Density Area otlipplioation 100.00 0.100gpm/ft2 832.00ft2 (Actual 235.35ft2) Additional Hose Supplies Number OlSprintclers Calculated Coverage Per Sprinkler Node Flow(gm) 4 208 .00f12 AutoPeak nenulln: Pressure For Remote flea(s) Adjacent To Meet Remole flea To/el Hose See- 100.00 System Flow Dnnrand Total Water Required (Including Hose AR-) 8492 184.92 Moaimom Pressure Unbalance In Loops 0.000 Maormum leelcoityAas000 Ground 17.85 between nodes 56 and 60 Maaimum Velocry Under Ground 4.75 between nodes 6 and 7 Vol.... capacity 0t Wet Pipes Volume capacity of Dry Pipes 149.04ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (qpm) (psi) (psi) 'fl-' '- 'gpm) (psi) (qpm) (psi) (psi) 3 - J Water Supply L100.00 I----9000 j_2000 J_4850.00 89.834 ____[____ 184.92 79.639 10.195 - Contractor I Conlraclor Numbee Contanl Rome Contact Il/Ic 71 Paul Barton Super Name otConyactor: Naylor Construction - Phone (760) 814-3486 -- Eccensioc 2033 San Elijo Avenue Addressl Address 2 Suite #252 E.mail paul.barton@naylorcon.com Address 3 Cardiff, CA 92007 Web-SilO , © M.E.P.CAD, Inc. Jill AutoSPRINK® 12 02.0.42.0 3/18/2016 8:17:06AM Page 2 IHydrau1ic Graph Job Number: 15-288 Renort Derrintinn: Residential-4 Head Caic (4 Water Supply at Node 3 100-: 90 - Static Pressure 90.000_ - 4.92 @ 79.639 80 184.92 with hose streams 70 60 CL CO VD S stem demand curve 50- 20- - 0.00 c 20.000 10 — LtttiltJ_l_l.I_l_i_I_IIIIIIII 111111111 1111111 I 111111111 111111111 11111111 1111111 0- %50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph Water Supply at Node 3 Static Pressure 90.000 Residual Pressure 20.000 @4850.00 Available Pressure at Time crlest 89.834 @ 184.92 System Oerrrard 79.639 @ 84.92 Sys—Dc M llerludirg Ace. Ni— at Scurael 79.639 @ 184.92 © M.E.P.CAD, Inc. Lffi AutoSPRINK® 12 02.0.42.0 3/18/2016 8:17:07AM Page 3 ~jjljHydraulic Graph Job Number: 15-288 Renort Descriotion: Residential-4 Head Caic (4 BOR - too 90 Static Pressure 90.000_ 80\ 70-H -\ 4.92 @ 62.042 I it 60 184.92 with hose streams CL - 50— Sre m demand 30 curve 20 - - _______ ________ 0.00 t 20.000 IIILLL.Lii.LIIIJIIIIIIIII IllIltIll 1111111 I 10 % -H 111111111 111111111 1111111 I 111111111 50 1900 2850 3800 4750 5700 6650 7600 8550 9500 Water flow, gpm Hydraulic Graph BOR Stalls P,essu,e N/A Residual: Pressure N/A Aaallabla Pressure at Time at Test N/A System Sarrraird 62.042 @ 84.92 SyStem Derriard (irraitairg Has, Pdiuuiarca St Sourest 62.042 @ N/A , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:17:07AM Page 4 ANINode Analysis Job Number: 15-288 Reoort Descriotion: Residential-4 Head Caic (4) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3 -5-0 S, T(32'-2%) 79.639 84.92 301 27-0 Spr(-19.103) 19.103 21.42 - 802 27-0 p(-19.737) 19.737 21.77 - 303 27-0 Spr(-18.019) 18.019 20.80 304 27-0 - Spr(-18.246) - 18.246 20.93 - 1 -5-0 j) 65.450 2 -5-0 LtE(10-01/z) -- 79.524 65.408 - 4 -5-0 EE( _6-8'h) - 6 1-0 LtE(6-2Y2) 62.760 7 1-0 LtE(6-2'/2) 62.614 9 2'-0Y4 BOR 62.042 13 7-9 LtE(4-1) 58.075 14 7-9 PO(6'-7Y2) 58.110 15 7-9 P0(6-71/2) 57.403 16 7-9 P0(6-71/.) 56.894 20 8-6 P0(6-71/.) 58.324 21 8-6 P0(6-71/2) 58.656 22 8-6 P0(6-7A) 58.490 24 8-6 P0() 58.703 25 8-6 LtE j(6-2Yz)- 59.107 28 8-6 P0(6-7A) 54.250 46 -9-6 E(3-33A) 50.386 56 10-6 41.294 60 - - 33.256 61 - - --26-6 -- __________ E(5'-0) 23.954 62 26-6 E(5-0) 24.593 63 27-6 E(5-0) 24.385 68 27-6 T(5'-O) 19.309 69 27-6 E(5-0) 23.504 70 27-6 T(5'-O) 19.956 71 27-6 T(5'-O) 22.613 72 27-6 E(5-0) 24.176 73 27-6 T(5-0) 18.976 74 27-6 T(5-0) 18.896 75 27-6 24.469 © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:17:08AM Page 5 IHYdau11c Analysis Job Number: 15-288 Report Description: Residential-4 Head Calc (4) Downstream Upstream _Diameter Elevation Flow - Discharge Velocity K-Factor HWC -- Pt Pn Friction Loss Fittings Length Pressure Eq. Length Summary Total Length Ga ..... Route l ..... DR 1.1010 20.80 7.01 150 0.073161 4-11% Pt 1.096 303 74 27-0 27-6 20.80 4.9 18.019 18.896 Sprinkler, 2E(5'-O) 10-0 14-11% Re Pv -0.219 AO 1.1010 8.67 2.92 150 0.014482 8-51/2 Pf 0.412 74 68 27-6 27-6 18.896 19.309 T(5'-0) 3E(5'-O) 20-0 28-51/2 Pe Pv AO 1.1010 30.08 10.14 150 0.144789 4-5% Pt 0.647 68 70 27-6 27-6 21.42 19.309 19.956 Flow (q)from Route 3 453,4 Pe P AO 1.1010 51.85 17.47 150 0.396427 1-81/2 Pt 2.657 70 71 27-6 27-6 21.77 19.956 22.613 Flow (q) from Route 4 T(5'-0) 5-0 681/ Re Pv BL 1.1010 42.39 14.28 150 0.273084 1-5% Pt 1.770 71 63 27-6 27-6 22.613 24.385 E(5'-O) 5-0 6-5% Pe Pv 0.002 DR 1.3940 42.39 8.91 150 0.086545 30-1% Pt 4.683 63 60 27-6 17-10 24.385 33.256 C(6'-O), 21(6-0), E(6'-O) 24-0 54-1% Pe Pv 4.188 BL 1.3940 84.92 17.85 150 0.312922 9-61/4 Pf 4.856 60 56 17-10 10-6 42.53 33.256 41.294 Flow (q) from Route 2 E(6-0) 6-0 15-61/4 Re Pv 3.181 BL 1.4080 84.92 17.50 120 0.450386 1 6-0 Pt 8.658 56 46 10-6 9-6 41 .294 50.386 2E(3-3%), T(6'-7%) 13-2% 19-2% Pe Pv 0.434 RN 1.4080 84.92 17.50 120 0.450386 1-0 Pt 3.430 46 28 9-6 8-6 50.386 54.250 P0(6-71/2) 6-71/2 7-71/2 Pe Pv 0.434 FM 2.2030 84.92 7.15 120 0.050910 20-11% Pt 2.318 28 16 8-6 7-9 54.250 56.894 E(6-9%), LtE(4'-l), 1(13-7%) 24-6% 45-6% Pe Pv 0.326 FM 2.2030 84.92 7.15 120 0.050910 10-0 Pt 0.509 16 15 7-9 7-9 56.894 57.403 10-0 Pe Pv FM 2.2030 84.92 7.15 120 0.050910 9-1% Pt 0.672 15 13 7-9 7-9 57.403 58.075 LtE(4'-l) 4-1 13-21/4 Pe 1 Pv FM 2.7030 84.92 4.75 120 0.018801 1-10% Pt 0.035 13 14 7-9 7-9 58.075 58.110 1-10'/ Re Pv 0.000 FM 2.7030 84.92 4.75 120 0.018801 11-8 Pt 0.541 14 20 7-9 8-6 58.110 58.324 EE(4'-8), 2LtE(6'-2%) 17-1% 28-9% Pe Pv -0.326 FM 2.7030 84.92 4.75 120 0.018801 8-9% Pt 0.166 20 22 8-6 8-6 58.324 58.490 8-9% Pe Pv FM 2.7030 84.92 4.75 120 0.018801 8-9% Pt 0.166 22 21 8-6 8-6 58.490 58.656 8-9% Pe Pv FM 2.7030 84.92 4.75 120 0.018801 2-6 Pt 0.047 21 24 8-6 8-6 58.656 58.703 2-6 Re Pv FM 2.7030 84.92 4.75 120 0.018801 2-93/4 Pt 0.404 24 25 8-6 8-6 58.703 59.107 3LtE(6'-21/.) 18-7% 21-5% Pe Pv 0.000 FR 2.7030 84.92 4.75 120 0.018801 6-5% Pt 0.122 25 9 8-6 2-0% 59.107 62.042 f(-0.000), BOR 6-5% Re Pv 2.813 FR 2.7030 84.92 4.75 120 0.018801 1-0 Pt 0.136 9 7 2-0% 1-0 62.042 62.614 LtE(6-2'A) 6-21/2 7-2% Pe Pv 0.437 UG 2.7030 84.92 4.75 120 0.018801 1-6% Pf 0.146 7 6 1-0 1-0 62.614 62.760 LtE(6-2%) 6-2% 7-9 Re Pv U 4.2200 84.92 1.95 140 0.001615 11-0 I Pt 0.045 6 4 1-0 -5-0 62.760 65.408 LtE(10'-01/2), EE(6'-81h) 16-8% 27-8% Pe Pv 2.603 U 4.0800 84.92 2.08 150 0.001675 15-5 Pt 0.042 4 1 -5-0 -5-0 65.408 65.450 LtE(9'-8) 9-8 25-1 Pe Pv U 1 2 4.2200 -5-0 -5-0 84.92 1.95 140 65.450 79.524 0.001615 3LtE(10'-01/.), f(-14.000) 16-0 30-1% 46-1% Pt Pe iPv 14.074 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:17:10AM Page 6 N IHydrau1ic Analysis I Job Number: 15-288 Report Description: Residential-4 Head Calc (4) Pipe Type Diameter Flow Velocity_ HWC Friction Loss Length Eq. Length TotalLength Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream UG 4.0800 84.92 2.08 150 0.001675 33'-01h 35-5% 68-5% Pt Pe ~Pv 0.115 2 -5-0 79.524 3 -5-0 79.639 GV(3'-2%), S, T(32'-23h) 100.00 Hose Allowance At Source 3 184.92 =. ..... Route 2 ..... DR 1.1010 20.93 7.05 150 0.074014 2'-93h Pt 0.948 304 73 27-0 27-6 20.93 4.9 18.246 18.976 Sprinkler, E(5'-O), T(5'-O) 10,-0 12-9% Pe Pv -0.219 BL 1.1010 33.06 11.14 150 0.172461 26101h Pt 5.493 73 75 27-6 27-6 12.13 18.976 24.469 Flow (q) from Route 6 T(5'-O) 5-0 31-10% Pe Pv BL 1.3940 42.53 8.94 150 0.087060 2891/2 Pt 4.597 75 60 27-6 17-10 9.46 24.469 33.256 Flow (q)from Route 5 2E(6'-O), C(6-0), T(6-0) 24-0 52-9% Pe Pv 4.191 =. ..... Route 3 ..... DR 1.1010 - - _21.42 7.22 150 0.077221 0-6 5-0 5-6 Pt Pe Pv 0.425 -0.219 301 27-0 21.42 4.9 19.103 Sprinkler, 68 27-6 19.309 T(5'-O) - Route 4 ..... DR 1.1010 21.77 7.34 150 0.079590 0-6 Pf 0.4 38 302 70 27-0 27-6 21.77 4.9 19.737 19.956 Sprinkler, T(5'-O) 5-0 Pe 5-6 Pv -0.219 =. ..... Route 5 ..... AO 1.1010 9.46 3.19 150 0.017036 32-31/2 20-0 52-3% Pt Pe Pv 0.891 71 27-6 22.613 T(5'-O) 69 27'-6 23.504 3E(5'O) RN 1.1010 9.46 3.19 150 0.017036 1.-0 Pt 0.017 69 61 27-6 26-6 23.504 23.954 1-0 Pe Pv 0.434 BL 61 62 1.1010 26-6 26-6 9.46 3.19 150 23.954 24.593 0.017036 E(5'-O) 3E(5'-O) 17-5% 20-0 37-5% Pt Pe Pv 0.639 RN 62 72 1.1010 26-6 27-6 9.46 3.19 150 24.593 24.176 0.017036 1,-0 1,-0 Pt Pe Pv 0.017 -0.434 BL 72 75 1.1010 27-6 27-6 9.46 3.19 150 24.176 24.469 0.017036 E(5'-O) T(5'-O) 7-2 10,-a 17-2 Pt Pe Pv 0.293 Go ..... Route 6 ..... BL 1.1010 12.13 4.09 150 0.026995 2111/4 Pt 0.079 74 73 27-6 27'-6 18.896 18.976 Pe 2'- 11 _Pv EquivalentPipeLengthsof Valves and Fittings (C120 only) I ActualInsideDiameter Schedule 40 Steel Pipe Inside Diameter 17 ) = Factor CValueMultiplier Value Of C 100 130 140 Multiplying Factor0.7131.16 1.33 150 1.51 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.42.0 3/18/2016 8:17:10AM Pacie 7 1111HYdraulic Analysis Job Number: 15-288 Report Description: Residential-4 Head Calc (4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 111/4* Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRlNK® 12 v12.0.42.0 3/18/2016 8:17:10AM Page 8