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HomeMy WebLinkAbout1570 MARTINGALE CT; ; AS140242; Permit1/2/25, 7:29 AM AS 140242 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140242 1570 MARTINGALE Job Address: Status: ISSUED CT Permit Type: SPRINK Applied 9/9/2014 Parcel No: 2150722800 Approved: 9/18/2014 Lot #: 0 Reference No.: Issued: 9/18/2014 PC #: Inspector: Project Title: GRIEG RESIDENCE 1. WET PIPE SYSTEM DESIGNED & INSTALLED PER CRC 313.3 AND/OR NFPA PAMPHLET #13D (2010 EDITION) AND THE CARLSBAD FIRE DEPARTMENT. 2. ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. 3. PROVIDE ELECTRIC BELL FOR LOCAL ALARM. WIRING BY OTHERS. SIZE AND LOCATION ON PIPING PLANS. 4. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. 5. GARAGE AND MECHANICAL ROOMS TO BE SPRINKLER W/ 200 HD. 6. BATHROOM DEFINITION REFERENCED FROM NFPA 13R 2010, SINCE NO DEFINITION IS PROVIDED BY NFPA 13D. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT EXCEEDING 55 SF. Applicant: SYMONS FIRE PROTECTION SUITE R 1050 PIONEER WAY EL CAJON, CA • 619-588-6364 Owner: GREIG MICHAEL J&RENAE 1570 MARTINGALE CT CARLSBAD CA about:blank 1/2 1/2/25, 7:29 AM AS 140242 Permit Data Fees ($) Add'l Fees ($) Total ($) Balance ($) 279 0 279 0 about:blank 2/2 *I Hydraulic _Overview Job Number. 14-264 Reoort Descriotion: Residential Job 14-264 JOBANNY ECHEVERRIA JOb Nflt5 GRIEG RESIDENCE (619) 588-6364 FAX (619) 588-6805 Ad&eas I State CmtffiaItoWLbense Nttmbe, 1570 MARTIN GALE COURT CARLSBAD, CA C-16 682025 Addtesa2 - AHJ CARLSBAD FIRE DEPARTMENT AdstesS 3 Job Slto15tistlng 1570 MARTIN GALE COURT CARLSBAD, CA System oonsby tenS of Apptnstiofl 0.050gpm/ft2 288.00ft2 (Actual 117.12ft2) Meat Demanding Sp,htKter Data Hose 555am, 3 K-Factor 9.00 at 9.000 5.00 Coeerege Per SpebtOor Nunrber Of Spritedera Cetealatad 144.00ft2 2 System Preosse, Demand System Flow Demand 54.452 18.06 Tf Demand 23.06 @ 54.452 Presser. Result +12.548 (18.7%) Sii ics Check Poii Gaug Node Name Flow(ppm) Hose Flow(ppm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Fiow(ppm) 5 Water Supply 500.00 5.00 67.000 66.000 B.O.R. 26.404 3.51 18.06 1 Water Supply 500.00 . 5.00 67.000 66.000 AS140242 Water Supply at Node5 (500 00, 0 00 07 000 60 ,N0) 1264MODlFEDiO U.G (-.rpy 100- - 90 70 Static Pressure 67.0001 60 18.06 54.449 I , 1 11 CL 50- 3.06 with hose streams 1 System demand curve -30- 20- r ic 0- Whllluh1'Ui.LW.JiJ.UJJJ.LU1UJ.1.LLUJ_UJ IIHHI! 11111111) 900 1000 W0300 400 500 600 700 800 Water flow, gpm ,,©M.E.P.CAD, Inc. AutoSPRINK®VR11 01.0.30.0 9/5/2014 6:09:11AM Page 1 rHydrauIic Summary 1 a T Job Number. 14-264 Reoort Descriotion: Residential Jb b N..,,ob 14-264 .jigirteef JOBANNY ECHEVERRIA Job Na roe GRIEG RESIDENCE State certffioetlornfjoonoO Number C-16 682025 Add,OOD I 1570 MARTIN GALE COURT CARLSBAD, CA AHJ CARLSBAD FIRE DEPARTMENT AdM0002 Job Stto/Ddldbrb 1570 MARTIN GALE COURT CARLSBAD, CA Addr000 3 breOMg Rome 14-264 MODIFIED TO U.G copy System Remote Area Mote Demanding Sprtnktof Data 3 K-Factor 9.00 at 9.000 000np000y Residential Job 501110 Hone dtoteonondt Source 5.00 Denody 0.050gpm/ft3 Area otAppttoebon 288.00ft2 (Actual 117.12ft°) Adddtoflta HOOD SAPP000 Node Flow(ppm) Number Of Splinidem Coloototod 2 Coverage Per Spt*11d0t 144.00ft2 dvtopook R000lOD Ptnvoloo For Remoto Aloo(o) Adjacent To Moat Remote Aloe Totot tenme Sheoma 5.00 Spetotn Feto Demand 18.06 Total HAter Roqlorod (tnotvteng HOOD At000nvo) 23.06 Mootototn PmaNtofn Unt0lonoe In Loops 0.000 Motbflvflr vet000y A5000 Ground! 7.02 between nodes 8 and 9 Mootmam Velocity Under 000ond 7.02 between nodes 5 and 6 Volume capacity otvootPipes 42.l5gal Volume capacity otDry Pipes uppJm Node Name Hose Flow (gpm) Static (psi) Residual , Flow ([)Si) '- (gpm) Available Total Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 5.00 67.000 66.000 500.00 66.997 . 23.06 54.449 12.548 Water Supply 5.00 67.000 66.000 500.00 67.000 5.00 54.452 12.548 Contra :or Cort000tof Number 21 Corned None SEAN WLSON Content This Nam of Contnootoe S & J BUILDERS Phone (619) 719-7122 Extension Address I 10815 WHEATLANDS AVE.STE.J FAX Address 2 Retail Addreao 3 IANb.SUO , ©M.E.P.CAD, Inc. AutoSPRINK®VR11 v1 1.0.30.0 9/5/2014 6:09:13AM Page 2 IHydraulic Graph Job Number 14-264 Renort Descriotion: Residential Water Supply at Node 5 100 —: 90— 80— 70— Static Pressure 67.000 l 0 00 66.000 ------------- 60— 18.06 54.449 I : 23.06 with hose streams = - (0 (n a) 50— 40 S stem demand curve 30 20—------ OH IltLIJ.l.IJ I1..1.l.I.l.l..l.I 111111 I I I I I I J-.LlllllllL .JllillllL I I I I I I I I I I I I I I I I I 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydr Water Supply at Node 5 Static: P,oso,o 67.000 Residual: 66.000 @ 500.00 Aneable Pressure at1i,n of 1000 66.997 @23.06 Sy00000 00000nd 54.449 © 18.06 System Don,ond (tndth,g Oloon Afowonno of Sowoe) 54.449 © 23.06 1 J ©M.E.P.CAD, Inc. AutoSPRlNK®VR11 01.0.30.0 9/5/2014 6:09:14AM Page 3 j IHydrau1ic Graph Job Number: 14-264 Re.nc,rt Dpscntion Residential Water Supply at Node I 100 -: 90— 80— 70— Static Pressure 67.000 - 0000 66.060 60----- 18.06 54.452 23.06 with hose streams U) U) w 50 0 stem demand curve 20- IOH I.LLLI.IJ J_i.1_I.i...t.L 111111 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 I I I I I I I I I I I I I I I I I I I I I I f I I 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stmi Pre- 67.000 ReddI. Preee 66.000 @ 500.00 AaUbte Preasere at Thea at Teat 67.000 @ 5.00 Syatenr Demand 54.452 @ 0.00 Sphere Demand (indudhrg Haae Aflewanee at Soewe) 54.452 @ 5.00 , © M.E.P.CAD, Inc. I. AutoSPRINK® VR11 v1 1.0.30.0 9/5/2014 6:09:14AM Page 4 J tHYdrau1ic Graph Job Number 14-264 Renart Descriotion: Residential B.O.R. 100-: 90 80- 70 --- Static Pressure 67.000 - 66.000 60— Z J50 30 18.06 26.404 23.06 with hose streams 20- stem demand curve 10- 0..j1ILI1.l.J_L.l.lJ..l..i1111 IllIllIll 111111111 111111111 111111111 liii liii I 11111 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic B.O.R. Static: P,,e N/A RoSdull. Pressure N/A Available Preedure at Time 011051 N/A Spelern Demand 26.404 @ 18.06 Syelere Demand (Including boss Adousece at So—) 26.404 @ N/A ,©M.E.P.CAD, Inc. MAutoSPRINK@VRll 01.0.30.0 9/5/2014 6:09:14AM Page 5 IS lNode Analysis Job Number 14-264 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 -0-4 S 54.449 18.06 101 19-4 Spr(-9.000) 9.000 9.00 102 19-4 Spr(-9.122) 9.122 9.06 6 -0-4 27.613 7 8-7 E(7-0) 20.896 8 -0-4 E(2-0) 27.310 9 0-1% B.O.R. 26.404 10 9-7 C(5-0), Tr(1-0) 17.882 11 19-9 T(5-0) 9.202 1 12 19-9 T(5-0) 9.165 13 19-9 T(5-0), Tr(1-0) 9.291 14 19-9 T(5-0) 9.152 6,©M.E.P.CAD, Inc. IjIll AutoSPRlNK®VR11 vll.0.30.0 915/2014 6:09:16AM Page Hydraulic _Analysis Job Number 14-264 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ..... DR 1.1010 9.00 3.03 150 0.015532 9-10 Pt 0.355 101 12 19-4 19-9 9.00 3 9.000 9.165 Sprinkler, E(T-0), Tr(1-0), 1(5-0) 13-0 22-10 Pe Pv -0.190 DR 1.1010 2.17 0.73 150 0.001119 20-8 Pt 0.037 12 11 19-9 19-9 9.165 9.202 71r(1-0), 1(5-0) 12-0 32-8 Pe Pv DR 1.1010 3.68 1.24 150 0.002971 13-8 Pt 0.118 11 10 19-9 9-7 1.51 9.202 17.882 Flow (q) from Route 3 3E(7'-O), C(5'-O) 26-0 39-8 Pe Pv 8.562 DR 1.1010 18.06 6.09 150 0.056342 21-91/2 24-0 45-9% Pt Pe Pv 2.580 0.434 10 9-7 14.38 17.882 Flow (q) from Route 2 7 8-7 20.896 3Tr(1-0), 3E(7'-O) FR 1.1010 18.06 6.09 150 0.056342 22-61/2 Pt 1.833 7 9 8-7 0-1% 20.896 26.404 3Tr(1'-O), E(7-0), f(-0.000), CV, B.O.R. 10-0 32'61/2 Pe Pv 3.675 FR 1.0250 18.06 7.02 150 0.079820 5-0 Pt 0.718 9 8 0-1% -0-4 26.404 27.310 2E(2-0) 4-0 9-0 Pe Pv 0.188 UG 1.3940 18.06 3.80 150 0.017856 17-0 Pt 0.304 8 6 -0-4 -0-4 27.310 27.613 17-0 Pe Pv UG 1.0250 18.06 7.02 150 0.079820 23-0 Pt 26.836 6 5 -0-4 -04 -. 27.613 54.449 BFP(-12.000), WMV(-13.000), S 23-0 Pe Pv 5.00 Hose Allowance At Source 5 23.06 --. Route 2---- - DR 1.1010 9.06 3.05 150 0.015727 i-11Y2 Pt 0.219 102 14 194 19-9 9.06 3 9.122 9.152 Sprinkler, E(7-0), T(5'-O) 12-0 13-11% Pe Pv -0.190 DR 1.1010 7.55 2.54 150 0.011225 9-5 Pt 0.139 14 13 19-9 19-9 9.152 9.291 3Tr(1'-O) 3-0 12-5 Pe Pv DR 1.1010 14.38 4.85 150 0.036958 61-2Y2 Pt 4.183 13 10 19-9 9-7 6.83 9.291 17.882 Flow (q) from Route 4 6Tr(1-0), 4T(5-0), 3E(7'-O), C(5-0) 52-0 113-2% Pe Pv 4.408 -. ..... Route 3 ..... DR 1.1010 1.51 0.51 150 0.000571 58'-8'/2 Pt 0.050 14 11 19-9 19-9 9.152 9.202 . 3T(5-0), 7Tr(1'-O), E(7-0) 29-0 87-8% Pe Pv Route ..... DR 1.1010 6.83 2.30 150 . 0.009320 8-6 Pt 0.126 12 13 19-9 19-9 9.165 9,291 T(5-0) 5-0 13-6 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=1 20 only) ( Actual Inside Diameter ¶. Schedule 40 Steel Pipe Inside Diameter \487 - 1 - Factor C Value Mgltiplier Value Of 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 ,©M.E.P.CAD, Inc. AutoSPRlNK®VR11 v1 1.0.30.0 9/5/2014 6:09:17AM Page 7 Hydraulic Analysis Job Number 14-264 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length ISummary Upstream Total Length Ppe Type Legend Units Legerd F q 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 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 11%0 Elbow Ee2 221,40 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 Pry 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 WrF Wrsbo W1V Water Meter Valve Z Cap 1,©M.E.P.CAD, Inc. bAutoSPRlNK®VR11 v11.030.0 9/5/2014 6:09:17AM Page 8