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HomeMy WebLinkAbout2052 CORTE DEL NOGAL; ; AS080172; Permit5/9/24, 2:44 PM AS080172 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2052 CORTE DEL NOGAL Permit Type: SPRINK Parcel No: 2130610600 Lot#: 0 Reference No.: Permit No: AS080172 Status: ISSUED Applied 10/29/2008 Approved: 11/5/2008 Issued: 11/5/2008 PC#: Inspector: Project Title: TRANSWORLD MEDIA (MEZZANINE) Tl FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: Owner: AAA FIRE SPRINKLERS 20942 JAPATUL RD ALPINE CA 619-445-9898 about:blank Fees($) 130 Add'I Fees ($) 0 2052 CD NL LC C/O CRUZAN MONROE INVESTMENTS LLC 12275 EL CAMINO REAL #100 SAN DIEGO CA Total($) 130 Balance($) 0 1 /1 Hydraulic Design Information Sheet Name: TRANSWORLD MEDIA MEZZANINE Date: 10-27-08 Location: 2052 CORTE DEL NOGAL, CARLSBAD Building: EXISTING System No. .:..l ______ _ Contractor: AAA FIRE SPRINKLERS Contract No. Calculated By: EFP Drawing No. 1 Construction: '0..,...-C.,..o_mb_ustJ.-:-:-.b,,.-le--... □---N,-on--C-,-om_b_ustJ.---,,-.b-le _____ Ceiling Height _8 _____ F_t_. SYSTEM DESIGN l2S.] NFPA 13: l2S.] Light Huard Ordinary Hazard Group U 1U2U 3 U Extra Hazard 0 NFPA231 0 NFPA231C: Figure: Curve: D Other (Specify) □Specific Ruling Made By Date Area of Sprinkler Operation 900SQFT SYEm)TEe Density .10 IZI Wet 0 Dry D Deluge D Pre-Action Area Per Sprinkler 225 SQ FT MAX Sprinkler or Nozzle Hose Allowance GPM: Inside 0 Make TYCO Model TY-FRB Hose Allowance GPM: Outside 100 Size ½" K-Factor: 5.6 Rack Sorinkler Allowance NA Temnerature Ratinit ~OR CALCULATION SUMMARY GPM Required _2_0_1.__,~'-'------PSI Required 47.o+ At Base of Riser "C" Factor Used: Overhead 120 Unde d 150 WATER SUPPLY W1ter Flow Test Pump Data Tanlc or Reservoir Date& Time 10-14-08 Rated Capacity Capacity Static PSI 120 AtPSI Elevation Residual PSI 115 Elevation GPMF!owing 1400 Well Elevation 0 ProofFlow GPM Location SITE Source of Information CARLSBAD WATER AND AAA FIRE FLOW TEST COMMODITY STORAGE Commodity OFFICE Class Location Storage Height Area Aisle Width Storage Method: Solid Piled % Palletized %Rack Rack D SingleRow 0 Conventional Pallet 0 Automatic Storage D Encapsulated D DoubleRow 0 Slave Pallet 0 Solid Shelving D Non-Encapsulated D Multiple Row D 0pen Flue Spacing In Inches Clearance From TQI! Qf Storag@to Ceiling Longitudinal Transverse Ft. In. Horizontal Barriers Provided TRANSWORLD MEZZANINE ADDITION .10/900 260 240 230 220 2 200 190 1 170 1 I I I I 80 1 ii 1 I!:. 1 ! &O 40 90 io I ! 10. 1 00 90 ao 10 80 ~ =i ;m • -t, J O 200 400 ~ ---800 System Demand .. Sprlnlcl•r D••and 50.27 PSI flddl'tlon•l F'lowl HOH •"t Sourc• To"t•l D••and 50. 27 PSI ·---1000 ----1200 I 201.31 8PN o.oo 8PN 100.00 8PN I 301.31 GPN • ----1400 war Flow (GPM) Sigma Dynemloa Corporedon 7700 Supply / Demand Greph ' Margin L- Pr•H,...• 57.47 PSI L-now 5252.17 GPN s N 1.1111 ----1600 ----1800 2000 Water Supply .. S"t•"tlc 108.00 PSI R•sldu•l 103.50 PSI El•Y•"tlon O.OO PSI I 1400.00 GPN SUBMITTAL SERIAL NO:2932HY7 TRANSWORLD MEZZANINE ADDITION .10/900 FLOW TEST RESULTS Water Supply STATIC 108.00 PSI RESIDUAL 103.50 PSI @ 1400.00 GPM CITY PRESSURE AVAILABLE AT 301.3 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR -------- 100 22.76 18.20 5.60 101 21.28 18.20 5.60 102 20.38 18.20 5.60 103 19.95 18.20 5.60 104 19.84 18.20 5.60 105 22 .17 18.20 5.60 106 19.95 18.20 5.60 107 18.58 18.20 5.60 108 18.20 18.20 5.60 109 18.20 18.20 5.60 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 10 TO 12 GPM 107.74 PSI PRESSURE -------- 16.52 14.43 13.24 12.69 12.55 15.68 12.69 11.01 10.57 10.56 201.31 GPM 100.00 GPM 301.31 GPM 50.27 PSI 0.00 PSI 18.04 FPS 10-27-2008 PAGE 1 SUBMITTAL SERIAL N0:2932HY7 10-27-2008 PAGE 2 TRANSWORLD MEZZANINE ADDITION .10/900 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 21 109 1.080 L a.so C=120 PT 10.56 (109) Q 18.20 F=T,E F 11. 00 PE 0.00 AO T 11.50 0.0948 PF 1.09 20 21 1.536 L 3.00 C=120 PT 11.65 21) Q 18.20 F=O F 0.00 PE 0.00 BN T 3.00 0.0171 PF 0.05 PT 11.70 20) ------------------20 108 1.080 L 1.00 C=120 PT 10.57 (108) Q 18.20 F=T,E F 11.00 PE o.oo AO T 12.00 0.0949 PF 1.14 19 20DQ 18.20 1.536 L 8.00 C=120 PT 11.71 ( 20) Q 36.40 F=O F 0.00 PE 0.00 BN T 8.00 0.0615 PF 0.49 PT 12.20 ( 19) ------------------19 107 1.080 L 1.00 C=120 PT 11.01 (107) Q 18.58 F=T,E F 11.00 PE 0.00 AO T 12.00 0.0986 PF 1.18 18 19DQ 36.40 1.536 L 14.00 C=120 PT 12.19 ( 19) Q 54.99 F=O F 0.00 PE 0.00 BN T 14.00 0.1320 PF 1.85 PT 14.04 18) ------------------18 106 1.080 L 1.00 C=120 PT 12.69 (106) Q 19.95 F=T,E F 11.00 PE o.oo AO T 12.00 0.1124 PF 1.35 17 18DQ 54.99 1.536 L 14.00 C=120 PT 14.04 18) Q 74.94 F=O F 0.00 PE o.oo BN T 14.00 0.2340 PF 3.28 PT 17.32 ( 17) ------------------17 105 1.080 L 1.00 C=120 PT 15.68 (105) Q 22.17 F=T,E F 11.00 PE 0.00 AO T 12.00 0.1367 PF 1.64 11 17DQ 74.94 1.536 L 17.00 C=120 PT 17.32 ( 17) Q 97.11 F=T F 8.90 PE o.oo BN T 25.90 0.3779 PF 9.79 PT 27.11 11) ------------------16 104 1.080 L 2.50 C=120 PT 12.55 (104) Q 19.84 F=T,E F 11.00 PE 0.00 AO T 13.50 0.1112 PF 1.50 SUBMITTAL SERIAL NO:2932HY7 10-27-2008 PAGE 3 TRANSWORLD MEZZANINE ADDITION .10/900 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 15 16 1.536 L 7.50 C=120 PT 14.05 ( 16) Q 19.84 F=0 F 0.00 PE 0.00 BN T 7.50 0.0200 PF 0.15 PT 14.20 15) ------------------15 103 1.080 L 2.50 C=120 PT 12.69 (103) Q 19.95 F=T,E F 11.00 PE 0.00 AO T 13.50 0.1124 PF 1.52 14 15DQ 19.84 1.536 L 8.50 C=120 PT 14 .21 15) Q 39.78 F=0 F 0.00 PE 0.00 BN T 8.50 0.0725 PF 0.62 PT 14.83 14) ------------------14 102 1.080 L 2.50 C=120 PT 13.24 (102) Q 20.38 F=T,E F 11.00 PE 0.00 AO T 13.50 0.1169 PF 1.58 13 14DQ 39.78 1.536 L 8.50 C=120 PT 14.82 14) Q 60.16 F=0 F 0.00 PE 0.00 BN T 8.50 0.1558 PF 1.32 PT 16.14 ( 13) ------------------13 101 1.080 L 2.50 C=120 PT 14.43 (101) Q 21.28 F=T,E F 11.00 PE 0.00 AO T 13.50 0.1266 PF 1.71 12 13DQ 60.16 1.536 L 8.50 C=120 PT 16.14 ( 13) Q 81.44 F=0 F 0.00 PE 0.00 BN T 8.50 0.2729 PF 2.32 PT 18.46 12) ------------------12 100 1.080 L 2.50 C=120 PT 16.52 (100) Q 22.76 F=T,E F 11.00 PE 0.00 AO T 13.50 0.1435 PF 1.94 10 12DQ 81.44 1.536 L 13.00 C=120 PT 18.46 12) Q 104.20 F=T F 8.90 PE o.oo BN T 21.90 0.4305 PF 9.43 PT 27.89 10) ------------------10 11 2.203 L 12.00 C=120 PT 27.11 ( 11) Q 97.11 F=0 F 0.00 PE 0.00 FM2 T 12.00 0.0653 PF 0.78 9 l0DQ 104.20 2.203 L 25.00 C=120 PT 27.89 ( 10) Q 201.31 F=0 F 0.00 PE 0.00 FM2 T 25.00 0.2514 PF 6.28 SUBMITTAL SERIAL N0:2932HY7 10-27-2008 PAGE 4 TRANSWORLD MEZZANINE ADDITION .10/900 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 8 9 2.203 L 15.00 C=l20 PT 34.17 9) Q 201.31 F=2E F 9.60 PE -5.20 FM2 T 24.60 0.2514 PF 6.18 7 8 3.314 L 8.00 C=l20 PT 35.15 8) Q 201.31 F=T F 18.90 PE 0.00 FM T 26.90 0.0344 PF 0.93 6 7 6.357 L 32.00 C=l20 PT 36.08 7) Q 201.31 F=T F 24.80 PE 0.00 FM T 56.80 0.0014 PF 0.08 1 6 6.357 L 25.00 C=l20 PT 36.16 6) Q 201.31 F=E F 9.90 PE 10.83 FR T 34.90 0.0014 PF 0.05 0 1 6.210 L 110.00 C=l50 PT 47.04 1) Q 201.31 F=T,GV/2EE,E F 60.34 PE 3.03 UN T 170.34 0.0011 PF 0.19 COMMENT: 3 PSI LOSS FOR HERSEY DET. CHECK SHOWN AS ELEVATION PT 50.26 ( 0) Oct 09 08 09:37a AAA Fire Sprinklers 16194454052 Flow Test Record Test Hydrant Hydrant ID No. _____ Size Main ____ _ Static ............. l 'LO Residual......... \ \? Pressure Drop.. "::> (PDI 1) ..... K factor for PDI 1 __ _ Flow Hydrant(s) Hydrant I location ____________________ _ Hydrant 2 location ____________________ _ Hydrant 3 location ____________________ _ Hydrant I Pitot. __ .l.uOue·----·PSI GPM: \L\CO Hydrant 2 Pitel PSI GPM: ___ _ Hydrant 3 Pitot PSI GPM: ___ _ Total: ---- (Ql) Calculated test and flow data• 0 xPD2 k =Q2 PDl*k Static: .................... ___ _ Desired Residual.. ..... _20 Size of Orifice ___ _ Size of Orifice ----Size of Orifice '----- Pressure Drop (PD 2) .. ____ ................................ .K factor PD 2: _____ _ ____ x ____ divided by _____ equals. ____ GPM at 20 psi residual Ql PD2 k PD 1 k Q2 p.2 Aoo3ol1-.2- Comments:. ____________________________ _ Test conducted for: T1.,;rl'S \,\JC:{\d Med,a 7-c,v:J-Z. C.c·t\ e. De.\ N~cs\ Conducted by: Ab.A, £ire, '.:::r:,v:: .rvL\e{S ' Date: 1.Dj B{ 1,ctf3 Time:_9.!..:-:.J.l.,.U:___ __ AAA FIRE SPRINKLERS 20942 JAPATUL RD. ALPINE CA 91801 Oct 09 08 09:37a AAA Fire Sprinklers 16194454052 Carlsbad Municil)al Water District Potable Water Discharge Event Report Date: Location: 2D Type of Event: Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Reservoins Unscheduled Water Discharge 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 discharge water. Upon completlon of dewatering, ensure that the flow path ls free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Initial Estimated Discharge Flow: Start Time End Time Pre-Dechlorination Residual: .Ust-Dechlorinatlon Residual: ./(less than 0.1 mg/L) · pH within limits of 6.0 and 9.0 p.3 Water Sampling Performed by: ------------~----- Comments: ~---------------------------- Submitted by: -----------Revl (Name & Date) {/