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HomeMy WebLinkAbout1223 BASSWOOD AVE; ; FPR2019-0186Page 1 of 1 PERMIT REPORT (L7cityr of Carlsbad Print Date: 10/06/2020 Job Address: 1223 BASSWOOD AVE. CARLSBAD, CA 92008-1902 Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2051123400 Track #: Valuation: $979,458.96 Lot #: Occupancy Group: Project #: #of.Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Permit No: FPR2019-0186 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 09/23/2019 Issued: 10/28/2019 DEV2018-0070 Finaled Close Out: 10/06/2020 Inspector: Final Inspection: Project Title: BASSWOOD AVENUE RESIDENCE Description: PATEL RESIDENCE -REVISED PLANS FOR NEW 13D SYSTEM (SFD 2 STORIES) Applicant: FPContractor: AZTEC FIRE AND SAFETY INC AZTEC FIRE AND SAFETY INC CHRISTOPHER HARMON 8108 COMMERCIAL ST 8108 COMMERCIAL ST LA MESA, CA 91942-2926 LA MESA, CA 91942-2926 (619) 464-5625 (619) 261-4275 FEE S AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $125.00 FIRE NFPA 13D Single Family System (Plan Review) $246.00 FIRE Plan Review Per Hour - Office Hours $340.00 Total Fees: $711.00 Total Payments To Date: $711.00 Balance Due: $0.00 f' R12.O Job Number: 17075954 Reoort Descriotion: Residential (1 Job ... . :.:;, ........ . JobNumber Design Engineer 17075954 CH Job Name: StoteCeruocouonlUcense Number PATEL RESIDENCE 852201 Address I AHJ - - — 1223 BASSWOOD AVE CARLSBAD FIRE PREVENTION Address 2 Job SitelBuilding CARLSBAD, CA 92008 Address 3 Drawing Name PATEL RESIDENCE - experimenting System - - Rerte°Area(s)..( ... .•. . Most Demanding Sprinkler Data Occupancy Job Suffix 4.9K-Factor 13.00 at 7.039 Residential HeseAllowanca At Source Density Area of Application 0.00 0.05gpm/ft2 900ft2 (Actual 129ft2) Additional Hose Supplies Number Of Spriniders Colculatec Number Of Noea Calculatec Coverage Per Sprinider Node Flow(gpm) 2 0 112ft2 AutoPeak Results: Pressure For RemoteArea(s) Adjacent To Most Remote Area Hose At Node 10 5.00 Total Hose Streams 5.00 System Flow Demand Total Water Required (including Hose.silowance) 31.27 31.27 - - Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.16 between nodes 6 and 5 MaximumVelocity Under Ground 12.16 between nodes 6 and 5 volume capacity of Wet Pipes Volume capacity of Dry Pipes 980.01 gal Su . . Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 9 Water Supply 57.600 27.900 I 2000.00 57.586 I 31.27 53.136 4.451 Contractor CentractorNunrher Contact Name - Conlactilse 852201 Chris Harmon Name of Contractor: Phone Extension Aztec Fire 619-464-5625 Address 1 FAX 8108 COMMERICAL ST 619-464-4327 Address 2 E-mail LA MESA, CA 91942 charmon@aztecfire.com - - — Address 3 Web-Site www.aztecfireandasfety.com 1,©M.E.P.CAD, Inc. jffl AutoSPRINK 2019 v15.1.15.0 10/25/2019 1:08:00PM Page 1 V Job Number: 17075954 Renôrt Dcrintinn: Residntil (1 Water Supply at Node 9 80- 70- 60- Static Pressure 57.600 7 53.136 ti 50 40- 31 Istern demand curve 30- - - 000.00@27.900 20- 0 - ilu 1111W jjjjjjjj 111111111 liii 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 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm lydraulic Graph Water Supply at Node 9 Static: Pressure 57.600 Residual: Pressure lest Conducted By Tent Witnessed By 27.900 @ 2000.00 Carlsbad Fire Prevention Jennifer Mael (Computer Model) Available Pressure at lime of Test Detest Test 57.586 @31.27 9/16/2019 System Desserd Hydrant Numbers Location 53.136 @ 31.27 H60847 Basswood Ave System Demand (Induds,g Hose AD"""at S ource) Hydrant Elevation 53.136@31.27 93 1/.,©M.E.P.CAD, Inc. V AutoSPRlNK2O19v15.1.15.0 10/25/2019 1:08:01 PM Page Job Number: 17075954 Pesrsnrf flesc.rrintinrr RpsidpnhiGl fill BOR 100-: go- -- - 80---- 70- 60— Static Pressure 57.600 CIL Uj In :i N ?000.0027.90o : 6.27124491 20 S £tem demand curve o- IILLW U.LLU.0 111111 I III I II I I I I III 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 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time at Test N/A S5esm Dessed 24.491 @ 26.27 Syates Deverd (1ndadti5 I4ePJbuavcaM Source) 24.491 @ N/A - , © M.E.P.CAD, Inc. J AutoSPRINK 2019 v15.1.15.0 10/25/2019 1:08:01PM Page 3 jL1 Job Number: 17075954 Rennrt IDescrintion: Residential (1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 9 92'-1114 S 53.136 31.27 10 102'-11Y2 Hose(31'-O) 25.063 5.00 101 121-8 Spr(-7.039) 7.039 13.00 102 127-7 Spr(-7.335) 7.335 - 13.27. - 1 122-101/2 T(5'-O), Tr(1-0) 7.374 2 122-10% E(7'-O), b(1-0) 14.488 3 104-6 sCV, BOR 24.491 4 102-111/2 T(10-0), Tr(1-0) 25.233 5 104-111/2 cplg(1'-O) 24.974 6 104-111/2 T(6-9) 47.930 - 7 88-111/2 EE(15-3) 54.868 8 88-111/2 E(35'-l) 54.869 1 , 0 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 10/25/2019 1:08:02PM Page 4 Job Number: 17075954 Reoort Descriotion: Residential (1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream -_ DR 1.1010 13.00 4.38 150 0.030666 12-10 15'-0 27-10 P1 0.854 Pe -0.518 Pv 101 121-8 13.00 4.9 7.039 Sprinkler, 1 122-10% 7.374 2E(7'-0), Tr(1'-O) BL 1.1010 26.27 8.85 150 0.112694 39'-2 24'-0 63'2 Pt 7.118 Pc -0.004 Pv - 1 122-10% 13.27 7.374 Flow (q) tram Route 2 2 122-1034 14.488 2E(7'-0), 4Tr(1 -0), T(5'-O), b(1'-0 BL 2.0030 26.27 2.67 150 0.006112 156-11% 176-0 332'-11% Pt 2.035 Pc 7.968 Pv 2 122-10% 14.488 3 104'6 24.491 19Tr(2'-O), 6T(1 U-0), cplg(1 '-0), 7E(11'-O), sCV, BOR FR 2.0030 26.27 2.67 150 0.006112 1-3 10-0 11'-3 Pt 0.069 Pc 0.673 Pv 3 104-6 24.491 4 102-11% 25.233 T(1 0'-O) FR 2.0030 31.27 3.18 150 0.008437 38-1% 34-0 7211/2 Pt 0.609 Pc -0.867 PV 4 102'-11% 5.00 25.233 Flow (q) from Route 3 5 104'-11% 24.974 3E(11'-O), cplg(1'-O) UG 1.0250 31.27 12.16 150 0.220373 14'-0 14-10 28-10 Pt 22.955 Pc -0.000 Pv 5 104-11% 24.974 - 6 104-11% 47.930 3E(2'-81/2), WMV(-12.000), wv (-4.600), T(6'-9) UG 8.3900 31.27 0.18 140 0.000009 216-8% 16-3 231-11% Pt 0.002 Pc 6.936 Pv 6 104'-11% 47.930 7 88-11% 54.868 EE(15'-3) UG 10.4000 31.27 0.12 140 0.000003 26-11/2 35-1 61'-2% Pt 0.000. Pc Pv 7 88'-111/2 54.868 8 88'-11% 54.869 E(35'-l) UG 6.2800 31.27 0.32 140 0.000037 16'-1% 22'-1 38'-2 Pt 0.001 Pc -1.734 Pv 8 88-11% 54.869 9 92-11% 53.136 E(22'-1), s 0.00 Hose Allowance At Source 9 31.27 •••" Route 2•"•• DR 1.1010 13.27 4.47 150 0.031860 0-3% 6-0 5'-3% Pt 0.169 Pc -0.130 Pv 102 122'-7 13.27 4.9 7.335 Sprinkler, 1 122'-101/2 7.374 T(5'-O) - - - BL 1.1010 5.00 1.68 150 0.005236 0'-41/2 32'-0 32'41/2 Pt 0.170 Pc -0.000 Pv 10 102-11% 5.00 25.063 Hose(31'-0) 4 102'11% 25.233 Tr(1'-O) Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor Value Of C 100 130 Multiplying Factor 0.713 1.16 140' 150 1.33 1.51 , 0 M.E.P.CAD, Inc. AutoSPRlNK 2019 05.1.15.0 10/25/2019 1:08:03PM Page Reoort Descnotion Residential (1) Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary Pipe rypeLegen4j UniLegend j ittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow npm b Bushing DN Drain . iIsciiarge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 900 FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple pt Total pressure at a point in a pipe DeIV Delu DPV Dry1 e V v SP Sprig Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 900 Elbow UG Underground P1 Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel 111/4* Elbow - points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe f 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo - WMV Water Meter Valve Z Cao 0 M.E.P.CAD, Inc. JlAutoSPRINK 2019 05.11.1 5.0 10/25/2019 1:08:03PM Page 6 Job Number: 17075954 I 01 S160 Reoort Descriotion: Residential (2) J661 ~11 JobNumher Design Engineer - 17075954 CH Job Name: StateCertiticationlUcerrsentumber PATEL RESIDENCE 852201 Address 1 AIIJ 1223 BASSWOOD AVE CARLSBAD FIRE PREVENTION Address 2 Jab SitelBuildng CARLSBAD, CA 92008 Address 3 Drawing Name PATEL RESIDENCE — experimenting ....; Wt 1. Remoteksaffl~~rifili.~. -00 Most Demanding Sprinkler Data Occupancy Jab Suffix 4.9K-Factor 13.00 at 7.039 Residential Hose Allowance At Source Density Area of Applicefon 0.00 0.05gpm/ft2 900ft2 (Actual 111ft2) Additional Hose Supplies Number Of Spriniders Caicrilatec Number Of Nozzles Calculatec Coverage Per SprinEer Node Flow(aom) 2 0 112ft2 Results: Pressure For Remote Area(s) Adjacent To Most Remote Area AxtoPeak Hose At Node 10 5.00 Total Hose Streams 5.00 System Flew Demand Total Water Required (including HoseArlowance) 31.38 31.38 Maximum Pressure Unbalance In Loops 0.000 MaximumVetacityAbave Ground 12.20 between nodes 6 and 5 Maximum Velocity Under Ground 12.20 between nodes 6 and 5 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 980.00gal Hose Flow Static Residual Flow Available Total Demand Required - Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) I (psi) (psi) 9 Water Supply 57.600 27.900 I 2000.00 57.586 I 31.38 52.375 5.211 Contractartsurnber Contact Name CnntactTlfe 852201 Chris Harmon Name of Contractor: Phone Extension Aztec Fire 619-464-5625 Address 1 FAX 8108 COMMERICAL ST 619464-4327 Address 2 E-mail LA MESA, CA 91942 charmon@aztecfire.com Address 3 Web-Site www.aztecfireandasfety.com , © M.E.P.CAD, Inc. AutoSPRlNK 2019 05.1.15.0 10/25/2019 1:13:30PM Page 1 Job Number: 17075954 Pesrirvr fl ririfinn Resmirlesntioal ( Water Supply at Node 9 100-: 90T 80--- 70— 60- Static Pressure 57.600 .38 52.375 50 GE a. 40 : stem demand curve 30 000.00 @ 27.900 20--__ 1111LilU.W111111111111hhh1 1111111111 111111111 .IIIIlIll 111111111 111111111 0— 0100 800 1200 1600 2000 2400 2800 3600 4000 Water flow, gpm Hydraulic Graph Water Supply at Node 9 State: Pressure 57.600 Residual: Pressure Test Conducted By Test Witnessed By 27.900 © 2000.00 Carlsbad Fire Prevention Jennifer Mael (Computer Model)- Available Pressure at Time at Test Date at Test 57.586 @31.38 9/16/2019 Syutan Sanest Hydrant Numbers Location 52.375 @ 31.38 H60847 Basswood Ave Staten Danrerdllnotlatna eoseyJbwanaaalSaure.l Hydrant Stevaton 52.375@31.38 93 f, 0 M.E.P.CAD, Inc. JAutoSPRlNK 2019 v15.1.15.0 10/25/2019 1:13:31 PM Page 2 V Job Number: 17075954 Rennrf flrrintinn RpsirIpnfiI (2 BOR 100— 90- 80--- 70- 60— Static Pressure 57.600 : I 00.0027.900 672683 20— 31, stem demand curve 10 111111111 111111111 IIlIIlII 111111111 11111111 ____ _____ 0100 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Hydraulic Graph BOR Static: Pressure N/A Residual: Pressure N/A Available Pressure at Time of Test N/A System Dinced 23.683 @ 26.38 SylSorr Demand )Ira5stng eouedisiwanca a) Source) 23.683 @ N/A f, 0 M.E.P.CAD, Inc. if AutoSPRINK 2019 05.1.15.0 10/25/2019 1:13:31 PM Page 3 Job Number: 17075954 Reoort Descrintion: Residential (2 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 9 92'-11% S 52.375 31.38 10 102'-11Y2 Hose(31-0) 24.256 5.00 201 111-7 Spr(-7.039) 7.039 13.00 202 117-2 Spr(-7.461) 7.461 13.38 3 104-6 sCV, BOR 23.683 4 107-11% T(10-0), Tr(1'-O) 24.425 5 104-11% cplg(1'-O) 24.171 6 104-11% T(6-9) 47.169 7 88-11% EE(15-3) 54.108 8 88-11% E(35'-l) 54.108 11 112'-10 T(5-0), Tr(1-0) 7.355 , © M.E.P.CAD, Inc. fffAutoSPRINK 2019 05.1.15.0 10/25/2019 1:13:32PM Page 4 P., Ul , ] Job Number: 17075954 Report Description: Residential (2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream DR 1.1010 13.00 4.38 150 0.030666 13'-0 16-0 28'-0 Pt 0.859 Pe -0.542 Pv 201 111-7 13.00 4.9 7.039 Sprinkler, 11 112'-10 7.355 2E(7'-0), Tr(1'-O) BL 1.1010 26.38 8.89 150 0.113594 54-0 40-0 94'-0 Pt 10.677 Pc -4.352 Pv 11 112'-10 13.38 7.355 Flow (q) from Route 2 12 122'-101A 13.681 2E(7'-0), 4T(5'-O), 6Tr(1'-0) BL 2.0030 26.38 2.69 150 0.006161 156'-2Y2 174-0 330'-2Y2 Pt 2.034 Pc 7.968 Pv 12 122'-10Y2 13.681 3 104'-6 23.683 18Tr(2'-O), 6T(10'-O), cplg(1 '-0), 7E(11'-O), sCV, BOR FR 2.0030 26.38 2.69 150 0.006161 - .1'-3 10'-0 11'-3 Pt 0.069. Pc 0.673 Pv 3 104'-6 23.683 4 107-11Y2 24.425 T(1 0'-O) FR 2.0030 31.38 3.20 150 0.008494 38'-1Y2 34'-0 72'1Y2 Pt 0.613 Pc -0.867 PV 4 102-111/2 5.00 24.425 Flow (q) from Route 3 5 104'-111A 24.171 3E(11'-O), cplg(1'-O) UG 1.0250 31.38 12.20 150 0.221852 14-0 14'-10 28'-10 Pt 22.998 Pc -0.000 Pv 5 104'-11Y2 24.171 6 104-11% 47.169 3E(2'-8Y2), WMV(-12.000), wv (4600), T(6'-9) UG 8.3900 31.38 0.18 140 0.000009 216'-8Y2 16-3 231-111/2 Pt 0.002 Pc 6.936 Pv 6 104-111/2 47.169 7 88-11% 54.108 EE(15'-3) UG 10.4000 31.38 0.12 140 0.000003 - 26-1% 35'-1 61-21/2 Pt 0.000 Pc Pv 7 88-111/2 54.108 8 88-111/2 54.108 E(35'-l) UG 6.2800 31.38 0.33 140 0.000037 16'-1% 22-1 38-2 Pt 0.001 Pc -1.734 Pv 8 88'-111/2 54.108 9 92'-11Y2 52.375 E(22'-l), s 0.00 Hose Allowance At Source - 9 31.38 aD ..... Route 2 • DR 1.1010 13.38 4.51 150 0.032365 0-8 Pt 0.183 202 11 112-2 112-10 13.38 4.9 7.461 7.355 Sprinkler, T(5'-O) 6-0 5-8 Pc -0.289 Pv = ..... Route 3 - BL 1.1010 5.00 1.68 150 0.005236 0'-4% Pt 0.170 10 4 102-111/2 102'-111/2 5.00 24.256 24.425 Hose(31'-0) Tr(1'-O) 37-0 32'41/2 Pc -0.000 Pv 7120!6 19mal Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor alèMültiiliJ1 Value Of C 100 130 Multiplying Factor 0.713 1.16 140 150 1.33 1.51 rM 0 M.E.P.CAD. Inc. WAutoSPRINK 2019 05.1.15.0 10/25/2019 1:13:34PM Paae 5 Job Number: 17075954 ;criotion: Residential (2 Length j: .: : AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing ON Drain Discharge gpm BalV Ball Valve DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi c Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt TSP pressure at a point in a pipe DeIV Deluge Valve Sprig otal DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 900 Elbow UG Underground P1 Pressure loss due to friction between points EE 450 Elbow Pe Pressure due to elevation difference between indicated Eel 111/4* Elbow points Ee2 221/2* Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cao , 0 M.E.P.CAD, Inc. JAutoSPRlNK 2019 v15.1.15.0 10/25/2019 1:13:34PM Page 6