Loading...
HomeMy WebLinkAbout1991 LANCEWOOD LN; ; FPC2018-0066; PermitPERMIT REPORT craty of Carlsbad Print Date: 12/01/2020 Job Address: 1991 LANCEWOOD IN, CARLSBAD, CA 92009-6826 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2550121900 Track #: Valuation: $263,137.41 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Permit No: FPC2018-0066 Status: Closed - Finaled Fire Sprinklers Applied: 02/26/2018 Issued: 03/12/2018 DEV2017-0047 Finaled Close Out: 12/01/2020 Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Inspector: Plan Check #: Final Inspection: Project Title: LA COSTA GLEN CENTRAL PLANT EXPANSION Description: LA COSTA GLEN -SPRINKLER 7-100 (18 HEADS) ADDITION TO MAINT BLDG // CONVERT STORAGE TO OFFICE Applicant: FPContractor: A & D FIRE SPRINKLER INC A & D FIRE SPRINKLERS INC DEVIN KRENZ 7130 CONVOY CT 7130 CONVOY CT SAN DIEGO, CA 92111-1019 SAN DIEGO, CA 92111-1019 (858) 277-3473 (858) 277-3473 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov -FFC20(91-0~ FIRE SPRINKLERS INC. A&D Fire Sprinklers 7130 Convoy Ct San Diego CA 92111 858-277-3473 Job Name LA COSTA GLEN Drawing : FP-1.0 Location : 4S8TLVEPL9IROE, CARLSBAD, CA 92009 Remote Area : AREA 2 Contract : D-2734 Data File : caic Area 2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C A&D Fire Sprinklers Page 1 LA COSTA GLEN Date 2/2018 City Water Supply: Demand: Cl - Static Pressure : 150 Dl - Elevation : 10.611 C2 - Residual Pressure: 110 D2 - System Flow :317.98 C2 - Residual Flow : 1136 D2 - System Pressure :117.534 Hose ( Demand) : 250 D3 - System Demand : 567.98 Safety Margin : 21.371 180 168 156 --Cl— p144 R 132 D2 E 120 108 - D3 _____ 96 u84 R 72 E 60 :: '24 12 j...... ........ _________ 200 400 600 800 1000 1200 1400 1600 1800 3 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary A&D Fire Sprinklers Page 2 LA COSTA GLEN Date 2/2018 Fitting Legend Abbrev. Name ¼ ¼ 1 1¼ 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD A&D Fire Sprinklers Page 3 LA COSTA GLEN Date 2/2018 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 203 21.5 5.6 12.13 na 19.5 0.15 130 7.0 204 21.5 5.6 13.37 na 20.47 0.15 130 7.0 M21 21.5 21.01 na M22 21.5 21.51 na M23 21.5 31.0 na M24 20.08 33.24 na M25 20.08 40.17 na M26 20.08 58.13 na M27 20.08 68.79 na TR2 20.08 98.34 na TR 9.0 110.25 na BR -3.0 116.49 na CITY -3.0 117.53 na 250.0 200 21.5 5.6 13.92 na 20.89 0.15 130 7.0 201 21.5 5.6 15.76 na 22.23 0.15 130 7.0 M20 21.5 19.1 na 202 21.5 5.6 16.35 na 22.64 0.15 130 7.0 206 21.5 5.6 14.71 na 21.47 0.15 130 7.0 205 21.5 5.6 16.19 na 22.53 0.15 130 7.0 208 21.08 5.6 51.81 na 40.31 0.15 130 7.0 211 20.08 55.1 na 212 20.08 56.73 na 213 20.08 62.22 na M29 20.08 67.47 na 209 21.08 5.6 53.36 na 40.91 0.15 130 7.0 210 21.08 5.6 58.59 na 42.86 0.15 130 7.0 207 21.08 5.6 62.17 na 44.15 0.15 130 7.0 214 20.08 64.29 na M28 20.08 67.45 na The maximum velocity is 29.42 and it occurs in the pipe between nodes M22 and M23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 A&D Fire Sprinklers Page 4 LA COSTA GLEN Date 2/2018 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 203 21.5 5.60 19.50 1 0.0 10.000 120 12.125 to 0.0 0.0 0.0 204 21.5 19.5 1.049 0.0 10.000 0.1242 1.242 Vel = 7.24 204 21.5 5.60 20.47 1 2E 4.0 7.320 120 13.367 to T 5.0 9.000 0.0 M21 21.5 39.97 1.049 0.0 16.320 0.4686 7.647 Vel = 14.84 M21 21.5 65.77 1.25 0.0 0.830 120 21.014 to 0.0 0.0 0.0 M22 21.5 105.74 1.442 0.0 0.830 0.6012 0.499 Vel = 20.77 M22 21.5 44.00 1.25 E 3.716 4.570 120 21.513 to 0.0 3.716 0.0 M23 21.5 149.74 1.442 0.0 8.286 1.1453 9.490 Vel = 29.42 M23 21.5 0.0 1.25 0.0 1.420 120 31.003 to 0.0 0.0 0.615 M24 20.08 149.74 1.442 0.0 1.420 1.1451 1.626 Vel = 29.42 M24 20.08 0.0 1.25 E 3.716 2.330 120 33.244 to 0.0 3.716 0.0 M25 20.08 149.74 1.442 0.0 6.046 1.1452 6.924 Vel = 29.42 M25 20.08 0.0 1.5 0.0 1.770 120 40.168 to 0.0 0.0 17.000 * * Fixed Loss = 17 M26 20.08 149.74 1.682 0.0 1.770 0.5412 0.958 Vel = 21.62 M26 20.08 0.0 1.5 E 4.95 4.850 120 58.126 to T 9.9 14.850 0.0 M27 20.08 149.74 1.682 0.0 19.700 0.5411 10.660 Vel = 21.62 M27 20.08 168.24 2.5 4E 32.948 87.750 120 68.786 to 0.0 32.948 0.0 TR2 20.08 317.98 2.635 0.0 120.698 0.2448 29.552 Vel = 18.71 TR2 20.08 0.0 2.5 2E 16.474 12.580 120 98.338 to 0.0 16.474 4.799 TR 9 317.98 2.635 0.0 29.054 0.2448 7.113 Vel = 18.71 TR 9 0.0 3 0.0 12.000 120 110.250 to 0.0 0.0 5.197 BR -3 317.98 3.26 0.0 12.000 0.0869 1.043 Vel = 12.22 BR -3 0.0 3 E 9.408 2.620 120 116.490 to 0.0 9.408 0.0 CITY -3 317.98 3.26 0.0 12.028 0.0868 1.044 Vel = 12.22 250.00 Qa = 250.00 CITY 567.98 117.534 KFactor= 52.39 200 21.5 5.60 20.89 1 0.0 13.000 120 13.921 to 0.0 0.0 0.0 201 21.5 20.89 1.049 0.0 13.000 0.1411 1.834 Vel = 7.75 201 21.5 5.60 22.23 1 T 5.0 1.200 120 15.755 to 0.0 5.000 0.0 M20 21.5 43.12 1.049 0.0 6.200 0.5390 3.342 VeI= 16.01 M20 21.5 22.64 1.25 0.0 7.670 120 19.097 to 0.0 0.0 0.0 M21 21.5 65.76 1.442 0.0 7.670 0.2499 1.917 Vel= 12.92 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A&D Fire Sprinklers Page 5 LA COSTA GLEN Date 2/2018 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pt M21 65.76 21.014 KFactor= 14.35 202 21.5 5.60 22.64 1 1 5.0 11.800 120 16.347 to 0.0 5.000 0.0 M20 21.5 22.64 1.049 0.0 16.800 0.1637 2.750 Vel = 8.40 0.0 M20 22.64 19.097 K Factor= 5.18 206 21.5 5.60 21.47 1 0.0 10.000 120 14.706 to 0.0 0.0 0.0 205 21.5 21.47 1.049 0.0 10.000 0.1484 1.484 Vel= 7.97 205 21.5 5.60 22.54 1 1 5.0 4.510 120 16.190 to 0.0 5.000 0.0 M22 21.5 44.01 1.049 0.0 9.510 0.5597 5.323 Vel = 16.34 0.0 M22 44.01 21.513 K Factor = 9.49 208 21.08 5.60 40.31 1 T 5.0 1.000 120 51.814 to 0.0 5.000 0.433 211 20.08 40.31 1.049 0.0 6.000 0.4760 2.856 Vel = 14.96 211 20.08 0.0 1.25 0.0 13.000 120 55.103 to 0.0 0.0 0.0 212 20.08 40.31 1.38 0.0 13.000 0.1252 1.627 Vel = 8.65 212 20.08 40.91 1.25 0.0 12.000 120 56.730 to 0.0 0.0 0.0 213 20.08 81.22 1.38 0.0 12.000 0.4573 5.488 Vel = 17.42 213 20.08 42.86 1.5 T 8.0 3.110 120 62.218 to 0.0 8.000 0.0 M29 20.08 124.08 1.61 0.0 11.110 0.4729 5.254 Vel = 19.55 M29 20.08 44.15 2.5 E 8.237 9.180 120 67.472 to 0.0 8.237 0.0 M27 20.08 168.23 2.635 0.0 17.417 0.0754 1.314 Vel = 9.90 0.0 M27 168.23 68.786 K Factor= 20.28 209 21.08 5.60 40.91 1 1 5.0 1.000 120 53.362 to 0.0 5.000 0.433 212 20.08 40.91 1.049 0.0 6.000 0.4892 2.935 Vel = 15.19 0.0 212 40.91 56.730 KFactor= 5.43 210 21.08 5.60 42.86 1 T 5.0 1.000 120 58.587 to 0.0 5.000 0.433 213 20.08 42.86 1.049 0.0 6.000 0.5330 3.198 Vel = 15.91 0.0 213 42.86 62.218 K Factor = 5.43 207 21.08 5.60 44.15 1 E 2.0 1.000 120 62.166 to 0.0 2.000 0.433 214 20.08 44.15 1.049 0.0 3.000 0.5630 1.689 Vel = 16.39 214 20.08 0.0 1 E 2.0 3.620 120 64.288 to 0.0 2.000 0.0 M28 20.08 44.151.049 0.0 5.620 0.5632 3.165 Vel = 16.39 - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Hazen-Williams A&D Fire Sprinklers Page 6 LA COSTA GLEN Date 2/2018 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf M28 20.08 0.0 2.5 0.0 3.000 120 67.453 to 0.0 0.0 0.0 M29 20.08 44.15 2.635 0.0 3.000 0.0063 0.019 Vel = 2.60 0.0 M29 44.15 67.472 K Factor = 5.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087