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HomeMy WebLinkAbout5600 AVENIDA ENCINAS; ; AS140260; PermitUity 01 Uarisad Sprinkler Permit Permit No: AS 140260 5600 AVENIDA Job Address: Status: ISSUED ENCINAS Permit Type: SPRINK Applied 9/29/2014 Parcel No: 2100905000 Approved: 10/6/2014 Lot #: 0 Reference No.: Issued: 10/6/2014 PC #: Inspector: Project Title: AVENIDA ENCINAS BLDG A BLDG A: 104,425 SF -ALL PIPING TO BE CLASS 150 CEMENT ASBESTOS OR CLASS 50 DUCTILE IRON. -ALL FITTINGS TO BE CAST IRON, MECHANICAL JOINT, AND/OR FLANGE WITH APPROPRIATE GLANDS, RUBBERS, AND T-BOLTS UNLESS NOTED OTHERWISE. -PIPING TO BE RETAINED WITH APPROVED THRUST BLOCKS AND/ OR UL LISTED RETAINER GLANDS. ALL PIPING TO BE BURIED A MINIMUM OF 3'-0" TO TOP OF PIPE. - UNDERGROUND PIPE TO BE TESTED SEPARATELY AND FLUSHED CLEAN PRIOR TO FINAL CONNECTION. -UNDERGROUND PIPING TO BE TESTED AT 200 PSI FOR TWO HOURS. -RISE-UP PIECES AND PIECES UNDER FOOTING TO BE CLASS 50 DUCTILE IRON. -FIRE SERVICE CONNECTION PAID FOR AND INSTALLED BY OTHERS. - FLANGE TO BE SET AT 6" ABOVE FINISHED FLOOR. Applicant: INDUSTRIAL FIRE SPRINKLER CO INC 3845 IMPERIAL AV SAN DIEGO CA 619-266-6030 619-266-6035 Owner: MART-CARLSBAD L L C 221 15TH ST DEL MAR CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 1,050 0 1,050 0 ]1j]Hydraulic Summary Job Number: 1 Recort Descriotion: Ordinary Grouo 11 Job Job Nawow - Design 1 Kira Sandage Jab Nonre. te CarlificatiorilLicents. Number Drawing 1 Address I AJIJ Address 2 Job Site/Building Address 3 Graving Name Calc model 1 System Remote Area(s) - Sprinkler si Demanding Spn JobSoTh 14 K-Factor 80.00 at 32.653 Ordinary Group II Hose lullowance At Source Density area oIApicatiOe 0.00 pm/ft2 oer 0.200g 1500.00ft2 (Actual 2015.77ft2) Additional Hose Supplies NawberOtSprinkiersColoslAted CeegsPer Sprinkler Node Flow(ppm 5 400.00ft2 AutoPoak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hobo Streams 0.00 System Flow Demand Total Wotor Required (including Hess FJlessenco) 414.85 . 414.85 Madmum Pressure Unbalance In Loops 0.009 Masinroni Velocity Above Ground 22.39 between nodes 16 and 982 Modnruw Velocity Under Ground 4.95 between nodes 3 and 4 Volume capacity 01 Wet Pipes Votvr,re capacity of Dry Pipes 8640.39ga1 Supplies Residual Available Required Safety Margin H7FlW S(3:t)c @ Totag pm l erand Node Name 1 pm) Water Supply 84000 1 72.000 I 1070.00 81.921 I 414.85 73.445 8.476 These plans have hccii res less ed or appirent coiitpl iattee with he cut relit applicable cos le antI stitdard in l ill ItIrisdictIlit. The cok ncr or colitrlteltir nay utihii.e the lit revte\S ill support ci) tn applicnitiil ttrra huildtng perliilt vi(h thir. e\press cittdrsitttdtiii liii this CS leSS in no sviy tehicscs he oss-iter iii eolitrllclor sir their pitili.5515'!hil CtiI leer or iirehttcct (or stile respiiiisihil ii or till eoniphiaitee Wi(h siii&h codes and iaiidards. iiichtidin the building Code or (sir Wnr r ptinsihdty Iii deficiencies. errors. Olitisslolis or iiitlieticC in these - BLDG A AS 140260 Plans whether or lilt noted us this review. BLDG B_AS140261 Contractor - Contractor Norr,50r . Contact Nanre - Contact IWO Name of Contract= - Phone Earetslefl Address 1 FAX Address 2 Entail Mdrens 3 Web.Sda ,©M.E.P.CADr Inc. AutoSPRlNK®VR11 v1 1.0.30.0 9/11/2014 8:34:31AM Page 1 IHydrauIic Graph Job Number: 1 Report Description: Ordinary Group I Water Supply at Node I .100-: 90— Static Pressure 84.000 80 414.85 @ 73.445 00 72.000 60 — CL 50 — . System demand curve - 40 30--- 20- 10- iii 111111111 111111111 IIIIIIIII 111111 I 0 50 500 750 1000 1250 1500 1750 2000 2250 2500 - Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 84.000 Residual: Pressure 72.000 @ 1070.00 Available Pressure Cl Tiara "T"' 81.921 @414.85 System Demand 73.445 @ 414.85 System Demand (Including Hose Allowance at Source) 73.445 @ 414.85 ,© M.E.P.CAD, Inc. AutoSPRINK® VR1 1 vii .0.30.0 9/11/2014 8:35:04AM Page 1 'ft Job Number: 1 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 4-6 S 73.445 414.85 102 21-0 Spr(-32.705) 32.705 80.06 103 21-0 Spr(-35.629) 35.629 83.57 104 21-0 Spr(-32.653) 32.653 80.00 105 21-0 Spr(-39.143) 39.143 87.59 1651 21-0 Spr(-35.685) 35.685 83.63 2 4-6 T(42-111A) 67.234 3 -3-6 T(33-5%) 66.784 4 4-6 CV(55-3%) 66.414 5 4-6 64.700 6 19-6 fT(16-0) 55.652 7 19-6 fr(p) 50.944 8 19-6 fT(13'-O) 49.546 9 19-6 fT(13-0) 48.134 10 19-6 fT(13'-O) 46.740 11 19-6 fT(13-0) 50.975 12 19-6 tT(13-0) 49.547 13 19-6 fT(13'-O) 48.133 14 19-6 fT(13-0) 46.702 16 19-6 P0(15-0) 40.391 17 2-0 E(4-0) 38.841 18 19-6 P0(15-0) 40.329 19 19-6 P0(15-0) 41.069 20 21-0 4) 40.155 728 19-6 P0(15-0) 52.738 982 21-0 E(4'-O) 38.902 1293 19-6 P0(15-0), C(15-0), Z 53.642 (,©M.E.P.CAD, Inc. JAutoSPRINK®VR11 vll.0.30.0 9/11/2014 8:35:15AM Page 1 Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length ISummary Route I ..... BL 1.7280 80.00 10.94 120 0.148776 20-0 Pf 2.976 104 103 21-0 21-0 80.00 14 32.653 35.629 Sprinkler 20-0 Pe Pv BL . - 1.7280 163.57 - 22.38 120 0.558657 1-9 Pf 3.212 103 17 21-0 21-0 83.57 14 35.629 38.841 Sprinkler, E(4'-O) 4-0 5-9 Pe Pv RN 1.7280 163.57 22.38 120 0.558657 1-6 Pf 0.838 17 18 21-0 19-6 38.841 40.329 1-6 Pe Pv 0.650 BL 3.3340 129.59 4.76 120 0.014793 20-0 Pf 0.740 18 19 19-6 19-6 40.329 41.069 P0(15-0) P0(15-0) 30-0 50-0 Pe Pv BL 3.3340 217.18 7.98 120 0.038452 58-6 Pf 5.63T- 19 14 19-6 19-6 87.59 41.069 46.702 P0(15-0), Flow (q) from Route 3 4P0(15-0), fT(13-0) 88-0 146-6 Pe Pv BL 3.3340 208.87 7.68 120 0.035774 40-0 Pf 1.431 14 13 19-6 19-6 46.702 48.133 40-0 Pe Pv BL 3.3340 207.51 7.63 120 0.035346 40-0 Pf 1.414 13 12 19-6 19-6 48.133 49.547 40-0 Pe Pv BL 3.3340 208.62 7.67 120 0.035697 40-0 Pf 1.428 12 11 19-6 19-6 1.11 49.547 50.975 Flow (q) from Route 40-0 Pe Pv BL 3.3340 216.11 7.94 120 0.038104 40-0 Pf 2.667 11 1293 19-6 . 19-6 7.49 50.975 53.642 Flow (q) from Route 5 P0(15-0), C(15-0), Z 30-0 70-0 Pe Pv BL 4.3100 216.11 4.75 120 0.010912 482mfl Pf 2.010 1293 6 19-6 19-6 53.642 55.652 . 6P0(20'-O), fr(16-0) 136-0 184-2% Pe Pv CM 6.3570 414.85 4.19 120 0.005494 51-1/4 Pf 0.378 6 19-6 -0-6 198.74 55.652 64.700 Flow (q) from Route E(17-7%) 17-7% 68-9 Pe Pv 8.671 UG 6.4000 414.85 4.14 140 0.003998 23-9% Pf 0.413 5 4 -0-6 -3-6 : 64.700 66.414 E(24-2%), CV(55-31/) 79-6 103-3% Pe Pv 1.301 UG 5.8500 414.85 4.95 140 0.006192 22'-11/4 Pf 0.370 4 3 -3-6 -3-6 66.414 66.784 PlV(3-4%), T(33-5V2) 36-9% 59-9% Pe Pv UG 7.8500 202.69 1.34 140 0.000393 1056-6/4 Pf 0.450 3 2 -3-6 -3-6 66.784 67.234 2E(22-1),T(42-11%) Q 71h/2 114381/4 Pe Pv UG 7.8500 414.85 2.75 140 0.001479 78-9% Pf 6.211 2 1 -3-6 -3-6 212.16 67.234 73.445 Flow (q) from Route 4LtE(15-111/2), BFP(-6.000), 5 63-9% 142-7 Pe Pv 0.00 Hose Allowance At Source 1 414.85 .....Route 2 ..... BL 1.7280 80.06 10.95 120 0.148994 20-0 Pf 2.980 102 1651 21-0 21-0 80.06 14 32.705 35.685 Sprinkler 20-0 Pe Pv BL 1.7280 163.69 22.39 120 0.559475 1-9 Pf 3.217 1651 982 21-0 21-0 83.63 14 35.685 38.902 Sprinkler, E(4-0) 4-0 5-9 Pe Pv RN 1.7280 163.69 22.39 120 0.559475 1-6 Pf 0.839 982 16 21-0 19-6 38.902 40.391 1-6 Pe Pv 0.650 BL 3.3340 197.67 7.26 120 0.032308 78-6 Pf 6.348 16 10 19-6 19-6 33.98 40.391 46.740 P0(15-0), Flow (q) from Route 6 6P0(15-0), fT(13-0) 118-0 196-6 Pe Pv BL 3.3340 205.98 7.57 120 0.034866 40-0 Pf 1.395 10 9 19-6 19-6 8.31 46.740 48.134 Flow (q) from Route 40-0 Pe Pv BL 3.3340 207.34 7.62 120 0.035291 40-0 Pf 1.412 9 8 19-6 19-6 1.35 48.134 49.546 Flow (q) from Route 40-0 Pe Pv BL 3.3340 206.23 7.58 120 0.034942 40-0 P1 1.398 8 7 19-6 19-6 49.546 50.944 40-0 Pe Pv (,© M.E.P.CAD, Inc. AutoSPRlNK®VR11 v11.0.30.0 9/11/2014 8:35:27AM Page 1 111 [Hydraulic Analysis . Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 3.3340 198.74 7.30 120 0.032631 40-0 Pf 1.795 7 728 19-6 19-6 50.944 52.738 P0(15-0) 15-0 55-0 Pe Pv BL 4.3100 198.74 4.37 120 0.009345 95-9% Pf 2.914 728 6 19-6 19-6 52.738 55.652 10PO(20-0), fT(16-0) 216-0 311-9% Pe Pv -. Route 3 ..... BL 1.7280 87.59 11.98 120 0.175937 1-9 Pf 1.012 105 20 21-0 21-0 87.59 14 39.143 40.155 Sprinkler, E(4-0) 4-0 . 5-9 Pe Pv RN 1.7280 87.59 11.98 120 0.175937 1-6 Pf 0.264 20 19 21-0 19-6 40.155 41.069 V-6 Pe Pv 0.650 •••• Route 4 ..... UG 7.8500 . 212.16 1.41 140 0.000428 943-0% Pf 0.450 3 2 -3-6 -3-6 66.784 67.234 E(22-1) 2T(42'-111h) 107-11% 1051'-0V2 Pe Pv ..• Route 5 ..... BL 3.3340 7.49 0.28 120 0.000076 144-0 Pf 0.031 7 11 19-6 19-6 50.944 50.975 fT(13'-O) 16P0(15'-O), fT(13-0) 266-0 410-0 Pe Pv Route ..... BL 3.3340 33.98 1.25 120 0.001243 20-0 Pf 0.062 18 16 19-6 19-6 . 40.329 40.391 P0(15-0) P0(15-0) 30-0 50-0 Pe Pv Route ..... BL 3.3340 1.11 0.04 120 0.000002 144-0 Pf 0.001 8 12 19-6 19-6 49.546 49.547 fT(13'-O) 16P0(15'-O), fT(13-0) 266-0 410-0 Pe Pv Route ..... BL 3.3340 8.31 0.31 120 0.000092 J 144-0 Pf 0.038 14 10 19-6 19-6 46.702 46.740 fT(13'-O) 16P0(15-0), fT(13'-O) 266-0 410-0 Pe Pv 4mp- ..... Route 9••••• BL 3.3340 1.35 0.05 120 0.000003 144-0 Pf 0.001 13 9 19-6 19-6 48.133 48.134 fT(13-0) 16P0(15-0) fT(13-0) 266-0 410-0 Pe Pv Equivalent Pipe Lengths of Valves and Fillings (C=120 only) I I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter • Factor Multiplier Of C 100 130 140 t~Vaiue ying Factor 0.713 . 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. AutoSPRINK®VR11 01.0.30.0 9/11/2014 8:35:27AM Page 2 lIHvdrauIic Analysis Job Number: 1 - ceport uescnptton: ura Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream IEq. Length Total Length Summary Pipe Type Legend Units Legend 04 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 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 11W Elbow Ee2 221/20 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 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 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK® VRi 1 vii .0.30.0 9/11/2014 8:35:27AM Page 3 IHydrau1ic Summary Job Number: 1 Reoort Descriotion: Ordinary GrouD II Job - Job Nurrbss Design Engineer 1 Kira Sandage Job Name: State Cettiocionlucoeoo Numb ss Drawing 1 0 Address 1 A/U Addsoss 2 Job Silo/Building Address 3 Cak model 2 E System Remote Area(s) - - Most Ossnosding Spnnklss Data Occupancy Job Suffix 14K-Factor 80.00 at 32.653 Ordinary Group II Hose Atlewance At Source - Density Area of Application 0.00 0.200gpmlft2 1500.00ft2 (Actual 1753.87ft2) Additional Hose Supplies Combos Of Spnnklers Calculated Coverage Per Spnnlder Node Flow(opm) 5 - 400.00ft2 AsutoPeok Results: Pressure For Remote Nan(s) Adjacent To Most Horns/n Area To/el Hose S/tenors 0.00 System Floss Demand Total Water Required )tndsding Hose Allowance) 417.84 417.84 Mao/orson Pressure Unbalance In Loops 0.000 Ma,snrurn Valo/ely Above Ground - 22.44 between nodes 66 and 67 Mao/mum Velocity Under Ground 4.99 between nodes 52 and 53 Volcano capacity of Wet Pipes Volume capacity of Dry Pipes 8684.65ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin , Node Name (gpm) (psi) (psi) '— (gpm) '— (psi) (gpm) (psi) (psi) 1 Water Supply 84.000 72.000 I 1070.00 81.893 I -417.84 73.030 8.863 Contractor Coaboctoreunrbss Contact Name Contact lit/a Name Of Castrectort Phone Extension Address I FAX Address 2 E.mad Address 3 Wab.Smto &©M.E.P.CAD, Inc. 1JAutoSPRINK®VR11 v1 1.0.30.0 9/15/2014 3:47:08PM Page 1 IHydrau1ic Graph Job Number: 1 Recort Descriotion: Ordinary Group II Water Supply at Node I 100 - go — Static Pressure 84.000 ?72.000 00 • 70— 60—-- CL CL System demand curve 40 30—-- 20L io I_1111111 I_I_I_I_I_I_I I_I_I_I_I_I I_I_I_I_I I_I_I_I_I_I_I - I_I_I_I 50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm HydraulicGraph Water Supply at Node 1 SEaOc Prossuto 84.000 RoiduuI. Pressure 72.000 @ 1070.00 . Avuilublo ProOsuro 01 hobo? Tool 81 .893 @ 417.84 Sysboob Donbond 73.030 @417.84 Sysbool 00000nd (Including 0000 dllownnco at SW=) 73.030 @417.84 ,©M.E.P.CAD, Inc. AutoSPRlNK®VR11 v1 1.0.30.0 9/15/2014 3:47:19PM Page 1 III INode Analysis Job Number: 1 Report Description: Ordinary Group II Node Elevation(Foot) I Fiftings Pressure(psi) Discharge(gpm) 1 ' -3-6 S '73.030 417.84 200 ' 21-0 Spr(-41.537) 41.537 90.23 201 21-0 Spr(-35.629) 35.629 83.57 202 21-0 Spr(-32.653) ' 32.653 80.00 203 21-0 Spr(-35.839) 35.839 '' 83.81 204 21-0 Spr(-32.847) 32.847 80.24 20 -3-6 T(42-11Y4) 66.816 50 -3-6 T(33-51h) 66.372 51 -3-6 CV(55'-31h) 66.099 52 -3-6 T(51'-l0) 65.861 53 -3-6 E(17-71h) 65.673 54 19-6 P0(15-0) 53.871 55 19-6 P0(15-0) . 52.027 56 19-6 P0(15-0) 50.461 57 19-6 P0(15-0) 48.296 59 ' 19-6 P0(15-0) 52.093 60 ' 19-6 P0(15-0) 50.790 61 19-6 P0(15-0) 48.454 62 19-6 P0(15-0) - 43.534 63 21-0 E(4-0) 42.605 64 19-6 P0(8-0) 43.460 65 21-0 LtE(2-0) 37.724 66 19-6 P0(8-0) _'' 43.709 67 21-0 LtE(2'-O) 37.945 119 19-6 P0(15-0) 54.189 294 19-6 fT(17'-1'/4 55.015 ,© M.E.P.CAD, Inc. AutoSPRINK®VR11 vll.0.30.0 9/15/2014 3:47:29PM Page 1 Job Number: 1 Report Description: Ordinary Group II 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 I ..... BL 1.7280 80.00 10.94 120 0.148776 20-0 Pf 2.976 202 201 21-0 21-0 80.00 14 32.653 35.629 Sprinkler 20-0 Pe Pv BL 1.7280 163.57 22.38 120 0.558657 1-9 Pf 2.095 201 65 21-0 21-0 83.57 14 35.629 37.724 Sprinkler, LtE(2'-O) 2-0 3-9 Pe Pv RN 1.7280 163.57 22.38 120 0.558657 111/4 Pf 5.086 65 64 21-0 19-6 37.724 43.460 P0(8-0) 8-0 9-1% Pe Pv 0.650 BL 3.3340 118.12 4.34 120 0.012463 20-0 Pf 0.249 64 66 19-6 19-6 43.460 43.709 20-0 Pe Pv BL 3.3340 . 282.17 10.37 120 0.062409 58-6 Pf 4.587 66 57 19-6 19-6 164.05 43.709 48.296 Flow (q) from Route P0(15-0) 15-0 73-6 Pe Pv BL 3.3340 261.23 9.60 120 0.054112 40-0 Pf 2.164 57 56 19-6 19-6 48.296 50.461 40-0 Pe Pv BL 3.3340 219.31 8.06 120 0.039152 40-0 Pf 1.566 56 55 19-6 19-6 50.461 52.027 40-0 Pe Pv BL 3.3340 201.69 7.41 120 0.033534 40-0 Pf 1.844 55 54 19-6 19-6 52.027 53.871 P0(15-0) 15-0 55-0 Pe Pv BL 4.2600 201.69 4.54 120 0.010165 95,-5 Pf 1.144 54 294 19-6 19-6 53.871 55.015 fT(17'-11/2) . 17-1% 112-6% Pe Pv BL 6.3570 417.84 4.22 120 0.005568 58-0% Pt 0.687 294 53 19-6 -3-6 216.15 . 55.015 65.673 Flow (q) from Route fE(12'-7), 3E(17'-7%) 65-4% 123-5 Pe Pv 9.971 UG 5.8500 417.84 4.99 140 0.006275 29-10% Pt 0.188-- 53 52 -3-6 -3-6 65.673 65.861 29-10% Pe Pv UG 6.4000 417.84 4.17 140 0.004051 3-4 Pf 0.238 52 51 -3-6 -3-6 65.861 66.099 CV(55'-31/.) 55-3% 58-7% Pe Pv UG 5.8500 417.84 4.99 140 0.006275 6-8% Pf 0.273 51 50 -3'-6 -3-6 66.099 66.372 PIV(3'-4%), T(33'-5%) 36-9% 43-6% Pe Pv UG 7.8500 229.76 1.52 140 0.000496 809-41/4 Pt 0.444 50 20 -3-6 -3'-6 66.372 66.816 2E(22'-1),T(42'-11%) 87-1% 896-5% Pe Pv UG 7.8500 417.84 2.77 140 0.001499 78-9% Pf 6.214 20 1 -3-6 -3-6 188.08 66.816 73.030 Flow (q) from Route 4LtE(15'-11%), BFP(-6.000), S 63-9% 142-7 Pe Pv 0.00 Hose Allowance At Source 1 417.84 -Route 2 ..... BL 1.7280 80.24 10.98 120 0.149592 20-0 Pf 2.992 204 203 21-0 21-0 80.24 14 32.847 35.839 Sprinkler 20-0 Pe Pv BL 1.7280 164.05 22.44 120 0.561711 1-9 Pt 2.106 203 67 21-0 21-0 83.81 14 35.839 37.945 Sprinkler, LtE(2-0) 2-0 3-9 Pe Pv RN 1.7280 164.05 22.44 120 0.561711 1-1% Pf 5.114 67 66 21-0 19-6 37.945 43.709 P0(8-0) 8-0 9-1% Pe I Pv 0.650 ..... Route 3 ..... BL 1.7280 90.23 12.34 120 0.185866 1-9 Pt 1.069 200 63 21-0 21-0 90.23 14 41.537 42.605 Sprinkler, E(4'-0) 4-0 5-9 Pe Pv RN 1.7280 90.23 12.34 120 0.185866 1-6 Pf 0.279 63 62 21-0 19-6 42.605 43.534 1-6 Pe Pv 0.650 BL 3.3340 135.67 4.99 120 0.016104 125-6 Pt 4.920 62 61 19-6 19-6 45.45 43.534 48.454 P0(15-0), Flow (q)from Route 5 11PO(15-0) 180-0 305-6 Pe Pv BL 3.3340 156.62 5.76 120 0.021002 81-23/4 Pt 2.336 61 60 19-6 19-6 20.94 48.454 50.790 Flow (q) from Route 2P0(15'-0) 30-0 111-2% Pe Pv (J ©M.E.P.CAD, Inc. AutoSPRlNK®VR11 v1 1.0.30.0 9/15/2014 3:47:37PM Page 1 §111Hydraulic Analysis Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 33340 198.53 7.30 120 0.032569 40-0 Pf 1.303 60 59 19-6 19-6 41.92 50.790 52.093 Flow (q) from Route 7 40-0 Pe Pv BL 3.3340 216.15 7.94 120 0.038116 . 40-0 Pt 2.096 59 119 19-6 19-6 17.61 52.093 54.189 Flow (q) from Route 8 P0(15-0) 15-0 55-0 Pe Pv BL 4.2600 216.15 4.87 120 0.011554 54-41/4 Pt 0.826 119 294 19-6 19-6 . 54.189 55.015 ff(17-11h) 1T-1Y2 71-5% Pe Pv eo •••• Route 4 ..... UG 7.8500 188.08 1.25 140 0.000342 1190-31/2 Pt 0.444 50 20 -3-6 -3-6 66.372 66.816 E(22'-1), 2T(42-11%) 107-11% 1298-3 Pe Pv '••• Route 5 ..... BL 3.3340 45.45 1.67 120 0.002129 20-0 1 Pt 0.075 64 62 19-6 19-6 43.460 43.534 P0(15-0) 15-0 35-0 Pe Pv - Route 6 ..... BL 3.3340 20.94 0.77 120 0.000508 191-0 1 Pt 0.158 57 61 19-6 19-6 48.296 48.454 P0(15-0) 7P0(15-0) 120-0 311-0 Pe Pv Route 7 ..... BL 3.3340 41.92 1.54 120 0.001834 149-9% Pt 0.330 56 60 19-6 19-6 50.461 50.790 P0(15-0) P0(15-0) 30-0 179-9% Pe Pv Route ..... BL 3.3340 17.61 0.65 120 0.000369 1 149-9% Pt 0.066 55 59 19-6 19-6 52.027 52.093 P0(15-0) P0(15-0) 30-0 179-91/4 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) • I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 (,©M.E.P.CAD, Inc. AutoSPRINK®VR11 v1 1.0.30.0 9/15/2014 3:47:37PM Page 2 IHydrâu1ic Analysis I Job Number: 1 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream ITotal Length I 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 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11140 Elbow Ee2 221/20 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 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 LA, ©M.E.P.CAD, Inc. 1,1 AutoSPRlNK®VR11 vll.0.30.0 9/15/2014 3:47:37PM Page 3 IHydrau1ic Summary Job Number: 14-765 Report Description: Ordinary Group II Job. Job NornbOr 14-765 Design Enginoon Kira Sandage Job Carom Avenida Encinas Rehab Slate contiflcatisntucwrso Nunrbor Mdr055l 5600 Avenida Encinas Aba - Address 2 Carlsbad, CA Job Site/Building Address 3 DreNa c model 3 RE-?-\-vE A p-E-P W3 System Remote Area(s) Most Demanding Sprinkler Data K-Factor 80.00 at 32.653 Job Suffix 14 0000pancy Ordinary Group II H000 Allowance At Source 0.00 Density 0.200g pm/ft2 Alma of Application 1500.00ft2 (Actual 2021.61ft2) Additional Hose Supplies Node Flow(cipm) NurnbwOfSprinklers Calcololed 5 Coverage Per Spnnlder 400.00ft2 AotoPeak Results: Pressure For Remote Alma(s) Adjacent To Most Remote Area S Total Hose Streams 0.00 System P1050 Derrr000 411.58 10101 Water Required (including Hose /lllowanna) 411.58 Maximum Pressure Unbalance In Loops 0.000 Manlnnunr Vdecily Above Ground 22.39 between nodes 53 and 404 Maounurn Velocity Under Ground 4.91 between nodes 32 and 33 Volume capacity of wet Pipes 9383.19gal Volume capacity 51 Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (t Flow (psi) '—' (gpm) Available ,.— (psi) '— Total Demand (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 84.000 72.000 I 107000 - 81.951 1 411.58 70.656 11.295 Contractor - Contractor Number Contact Caere Contact 1100 Canoe of Cartroclorl Ptrune . Eaten 000 Add— I FAX Address 2 E-mail Address 3 Web-Site . -- ,©M.E.P.CAD, Inc. 24 AutoSPRlNK®VR11 v1 1.0.30.0 9/15/2014 3:49:06PM Page 1 Job Number: 14-765 Reoort Descnotion: Ordinary Grouo I Water Supply at Node I 100-: Static Pressure 84.000 80- 1070.00 72.000 441,1.58 @ 70.656 70- 60--- System demand curve 40- 30-- 20 10— IllitlIll 111111111 111111111 111111111 11111111 50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm . Hydraulic Gra phWater Supply at Node 1 Static: Pressure 84.000 Residual: ProSSere 72.000 @ 1070.00 Available Pressure et little of Test 81.951 @411.58 Syvttart Oerrrand 70.656 @ 411.58 System Do,rrend (Including Hove Allowance at Source) 70.656 @411.58 ,©M.E.p.cAD;lnc. . - jAutoSPRlNK®VR11 v1 1.0.30.0 9/15/2014 3:49:14PM Page §jjNode Analysis Job Number: 14-765 Report Description: Ordinary Group I Node Elevation(Foot) I Fittings Pressure(psi) Discharge(gpm) 1 -3-6 S 70.656 411.58 400 21-0 Spr(-36.274) 36.274 84.32 401 21-0 Spr(-32.653) 32.653 80.00 402 21-0 Spr(-35.629) 35.629 83.57 403 21-0 Spr(-32.706) 32.706 80.06 404 21-0 Spr(-35.686) 35.686 83.63 2 -3-6 T(42'-1 11h) 64.448 30 4-6 T(33'-51/2) 64.372 31 . 4-6 CV(55'-3V2) 64.086 32 -3-6 T(51-10) 63.855 33 4-6 . 63.670 34 0-6 61.805 35 19-6 fr(17-1V2) 53.405 36 19-6 49.478 37 19-6 P0(20-0) 49.478 38 19-6 P0(15-0) 49.062 39 19-6 P0(15-0) 48.665 40 19-6 P0(15-0) 48.272 41 19-6 P0(15-0) 47.901 42 19-6 P0(20-0) 49.483 43 19-6 49.483 44 19-6 P0(15-0) 49.062 45 19-6 P0(15-0) 48.663 46 19-6 P0(15-0) 48.257 47 19-6 P0(15-0) 47.831 48 19-6 P0(15-0) 41.065 49 21-0 LtE(2-0) 40.168 50 19-6 P0(15-0) . 40.329 51 21-0 E(4-0) 38.841 52 19-6 P0(15-0) 40.393 53 21-0 E(4-0) 38.903 ,©M.E.P.CAD, Inc. AutoSPRINK®VR11 vll.0.30.0 9/15/2014 3:49:22PM Page 1 IHyd.rau1ic::Analysis. I - Job Number: 14-765 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length jPressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length ITotal Length Summary Route I ..... BL 1.7280 80.00 10.94 120 0.148776 20-0 Pt 2.976 401 402 21-0 21-0 80.00 14 32.653 35.629 Sprinkler 20-0 Pe Pv BL 1.7280 163.57 22.38 120 0.558657 1-9 Pf 3.212 402 51 21-0 21-0 83.57 14 35.629 38.841 Sprinkler, E(4-0) 4-0 5-9 Re Pv RN 1.7280 163.57 22.38 120 0.558657 1-6 Pf 0.838 51 50 21-0 19-6 38.841 40.329 . 1-6 Re Pv 0.650 BL 3.3340 129.21 4.75 120 0.014712 20-0 Pt 0.736 50 48 19-6 19-6 40.329 41.065 P0(15-0) P0(15-0) 30-0 50-0 Pe Pv BL 3.3340 213.53 7.85 120 0.037264 1 61-6% Pt 6.766 48 47 19-6 19-6 84.32 41.065 47.831 P0(15-0), Flow (q) from Route 7P0(15-0) 120-0 181-6% Re Pv CM 4.3100 213.53 4.70 120 0.010672 40-0 Pf 0.427 47 46 19-6 19-6 47.831 48.257 40-0 Re Pv CM 4.3100 207.59 4.57 120 0.010130 40-0 Pt 0.405 46 45 19-6 19-6 48.257 48.663 40-0 Pe Pv CM 4.3100 206.08 4.53 120 0.009994 40-0 Pf 0.400 45 44 19-6 19-6 48.663 49.062 40-0 Pe Pv CM 4.3100 206.38 4.54 120 0.010021 2111h/2 Pt 0.420 44 42 19-6 19-6 0.30 49.062 49.483 Flow (q) from Route 6 P0(20-0) 20-0 41111/2 Re Pv DY 3.0680 206.38 8.96 120 0.052458 0-0 Pt 0.000 42 43 19-6 19-6 49.483 49.483 0-0 Pe Pv BL 4.2600 206.38 4.65 120 0.010606 8941/z Pt 3.923 43 35 19-6 19-6 49.483 53.405 10PO(26-4), fT(17-11/2) 280-51/2 369-10 Pe Pv CM 6.3570 411.58 4.16 120 0.005415 21-5% Pt 0.163 35 34 19-6 0-6 205.20 53.405 61.805 Flow (q) from Route 2 fE(8-6%) : 861/2 30-0% Pe Pv 8.237 UG 6.4000 411.58 4.10 140 0.003940 9-0 Pt 0.131 34 33 0-6 -3-6 61.805 63.670 E(24-2%) 24-2% 33-2% Re Pv 1.734 UG 5.8500 411.58 4.91 140 0.006102 30'-4/4 Pt 0.185 33 32 4-6 -3-6 63.670 63.855 30-4/4 Re Pv UG 6.4000 411.58 4.10 140 0.003940 3-4 Pt 0.231 32 31 4-6 -3-6 63.855 64.086 CV(55'-31/2) 55-31/2 58-7% Pe Pv UG 5.8500 411.58 4.91 140 0.006102 10-0% Pt 0.286 31 30 4-6 -3-6 64.086 64.372 PIV(3-4%), T(33-51/2) 36-9% 46-10% Re Pv UG 7.8500 356.08 2.36 140 0.001115 25-4 Pt 0.076 30 2 -3-6 4-6 . 64.372 64.448 T(42'-l1%) 42-11% 68-3% Re Pv UG 7.8500 411.58 2.73 140 0.001457 78-9% Pt 6.208 2 1 4-6 -3-6 55.50 64.448 70.656 Flow (q) from Route 4 4LtE(15-11%), BFP(-6.000), S 63-9% 142-7 Pe Pv 0.00 Hose Allowance At Source 1 411.58 -. ..... Route 2 ..... BL 1.7280 80.06 10.95 120 0.148999 20-0 Pt 2.980 403 404 21-0 21-0 80.06 14 32.706 35.686 Sprinkler 20-0 Pe Pv BL 1.7280 163.70 22.39 120 0.559492 1-9 Pt 3.217 404 53 21-0 21-0 83.63 14 35.686 38.903 Sprinkler, E(4-0) 4-0 5-9 Re Pv RN 1.7280 163.70 22.39 120 0.559492 1-6 Pt 0.839 53 52 21-0 19-6 38.903 40.393 1-6 Pe Pv 0.650 BL 3.3340 198.06 7.28 120 0.032425 81-6% Pt 7.508 52 41 19-6 19-6 34.36 40.393 47.901 P0(15-0), Flow (q) from Route 8 9P0(15-0) 150-0 231-6% Pe Pv ,© M.E.P.CAD, Inc. JAutoSPRlNK®VR11 01.0.30.0 9/15/2014 3:L9:34PM Page 1 JHydraulic Analysis 11 1 Job Number: 14-765 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 4.3100 198.06 4.36 120 0.009286 40-0 Pt 0.371 41 19-6 40 19-6 47.901 48.272 . 40-0 Pe Pv CM 4.3100 203.99 4.49 120 0.009807 40-0 Pr 0.392 40 19-6 39 19-6 5.93 48.272 48.665 Flow (q) from Route 7 . 40-0 Pe Pv CM 4.3100 205.50 4.52 120 0.009941 40-0 Pt 0.398 39 19-6 38 19-6 1.51 48.665 49.062 Flow (q) from Route 5 40-0 Pe Pv CM 4.3100 205.20 4.51 120 . 0.009915 21-11% Pt 0.416 38 19-6 37 19-6 49.062 49.478 P0(20-0) 20-0 4111h/2 Pe Pv DY 3.0680 205.20 8.91 120 0.051904 0-0 Pt 0.000 37 19-6 36 19-6 49.478 49.478 0-0 Pe Pv BL 4.2600 205.20 4.62 120 0.010494 93-9 Pt 3.927 36 19-6 35 19-6 49.478 53:405 10PO(26'-4), fT(17-1%) 280-5% 374-2% Pe Pv Route ..... BL 1.7280 84.32 11.54 120 0.163975 21-9 Pt 3.894 400 21-0 49 21-0 84.32 14 36.274 40.168 Sprinkler, LtE(2-0) 2-0 23-9 Pe Pv RN 1.7280 84.32 11.54 120 0.163975 1-6 Pt 0.246 49 21-0 48 19-6 . 40.168 41.065 1-6 Pe Pv 0.650 -Route 4 ..... UG 7.8500 55.50 0.37 140 0.000036 1974'-3A Pt 0.076 30 4-6 2 4-6 64.372 64.448 2T(42-1114), 3E(22'-l) 152-1% 2126-5% Pe Pv Route ..... DY 3.3340 1.51 0.06 120 0.000004 183-11/2 Pt 0.002 45 19-6 39 19-6 48.663 48.665 P0(15-0) 21 P0(15-0) 330-0 513-1% Pe Pv -Route6 ..... DY 3.3340 0.30 0.01 120 0.000000 183-11/2 Pt 0.000 38 19-6 44 19-6 . 49.062 49.062 P0(15-0) . 21P0(15-0) 330-0 513-1% Pe Pv Route 7 ..... DY 3.3340 5.93 0.22 120 0.000049 183-11/2 Pt 0.015 46 19-6 40 19-6 48.257 48.272 P0(15-0) 7P0(15-0) 120-0 303-1% Pe Pv -_Route 8 ..... BL 3.3340 3436 1.26 120 0.001269 20-0 Pt 0.063 50 19-6 52 19-6 40.329 40.393 P0(15-0) P0(15-0) 30-0 50-0 Pe Pv lEquivalent Pipe Lengths of Valves and Fittings (C120 only) • ( Actual Inside Diameter \487 - Schedule 40 Steel Pipe Inside Diameter , - Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 (,©M.E.P.CAD, Inc. Jj AutoSPRlNK®VR11 v1 1.0.30.0 9/15/2014 3:49:34PM Page 2 IHydrauIic Analysis Job Number: 14-765 Report Description: Ordinary Group II 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 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 P1 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 11%° Elbow Ee2 221,40 Elbow I 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 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. AutoSPRINK®VRll vll.0.30.0 9/15/2014 3:49:34PM Page 3 - Carlsbad Municipal Water District Potable Water. Discharge Event Report Date: 4EEEL_ >7, Location Reason for Discharge Event. co Type of Event. Initial Dewatering Water Mains Estimated Discharge Flow: LQE12 GPM Note: Includes flow testing and flushing . . Dewatering Water Mains Start Time ..9-------------- 1,6 Unscheduled Unscheduled Water Discharge ±I± End Time _J_._. Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. Pre-Dechiorination Residual: Post-Dechlorination Residual: (Less than 0,1 mg/L) PH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediments or silted areas are cleared. Water Sampling Performed by Comments: Submitted by: -. Reviewed by: -- (Name & Date) (Name & Date) INDUSTRIAL .' FIRE.SPRINKLER CO., INC. C-16558084 FLOW TEST .SHEET PROJECT: STATIC: PSI RESIDUAL: psI PITOT: PSI fl ( 'jbJ ih- S FLOW: 1 0-10 GPM ------ ............ DATE / TIME: 7/ '/'q 9 (H LOCATION OF HYDRANTS:______________________ _ _ _ Address & Cross.streets TESTED BY A fi itI( 1rM)/ V Provide map below. Specify hydthntto flow (F) and hydrant to gauge ( U ) . N , ItUt \ 3845 Imperial Ave., San Diego, CA 92113 • (619) 266-6030 • Fax (619) 266-6035 -Z72/4 FLOW TEST SHEET PROJECT: STATIC: _9PSI "'3 '+ • rsrtuL PSI 72 '+\7f 7 z.. PITOT: PSI FLOW: iO1" GPM DATE/TIME: Dl P LOCATION OF HYDRANTS:_________________________ Address & Cross streets • Fl TESTED BY: ______________ • c-& 75kA Provide map below. Specify hydrant to flow (F) and hydrant to gauge (G).