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HomeMy WebLinkAbout955 CARLSBAD VILLAGE DR; ; AS100135; PermitCity of Carlsbad Sprinkler Permit Permit No: AS100135 955 CARLSAD Job Address: VILLAGE DR Permit Type: SPRINK Parcel No: 2033202900 Lot #: 0 Status: ISSUED Applied 10/28/2010 Approved: 10/28/2010 Reference No: Issued: 10/28/2010 PC #: Inspector: Project Title: ALBERTSON'S T.I. FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: APEX FIRE SYSTEMS SUITE 220 2155 VERDUGO BL MONTROSE, CA 818-266-9151 Owner: CARROLL GLENN S&E GLORIA TRUST A 06-29-81 ET AL C/O E W DAWSON CORP, LTD P 0 BOX 555 INGLE WOOD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 0 130 0 Albertson's #6701 Tenant Improvement Review Comments. Page 2 Review Comments Albertson's #6701 Tenant Improvement, 955 Carlsbad Village Drive, Carlsbad, CA Hydraulic calculations appear to have been done per NFPA-1 3 requirements. Verify that base of riser demand in pressure and flow as shown on plans matches hydraulic design label on riser. The following comments should generate revisions to the plans. However, these items did not contribute to our recommendation. Comments on trapeze hanger detail #6: a. Trapeze member provides section modulus capable of supporting 2" schedule 10 piping . Field verify that any 2" pipe supported by a trapeze style hanger is not schedule 40 pipe. Any smaller piping can be either schedule 10 or schedule 40. HYDRAULIC DESIGN INFORMATION SHEET Name: ALBERTSONS CARLSBAD Date: January 10, 2011 Location: 955 CARLSBAD VILLAGE DRIVE System No.: 1 CARLSBAD, CA 92008 Contract No.: Building: ALBERTSONS CARLSBAD Drawing No.: FP1 Contractor: APEX FIRE PROTECTION Calculated by: File Name: AlbertsonsCarlsbad.the Construction: 0 Combustible 0 Noncombustible Ceiling Height: ft Occupancy: M AHJ: CARLSBAD FIRE DEPARTMENT SYSTEM DESIGN II NFPA 13: 0 Light Hazard I1 Ordinary Hazard Group: 2 0 Extra Hazard Group: Figure: Curve: M Other (Specify): El Specific Rulling: Made By: Area of Sprinkler Operation: 1500 sqft System Type: L1 Wet 0 Dry 0 Deluge 0 Pre-Action Density: .19 gpm/sqft Area per Sprinkler: sqft SPRINKLER or NOZZLE Hose Allowance Inside: gpm Make: - Model: - Hose Allowance Outside: 250 gpm Size: - in K-factor: 70.52 Rack Sprinkler Allowance: gpm Temperature Rating: OF CALCULATION SUMMARY Flow Required: 587.78 gpm Pressure Required: 79.51 psi At: SRC "C" Factor Used: Overhead: 120 Underground: 150 / 140 WATER SUPPLY WATER FLOW TEST PUMP DATA TANK OR RESERVOIR Date: 11/18/10 Rated Capacity: gpm Capacity: gals Time: 11:00 At: psi Elevation: ft Static: 96 psi Elevation: ft Residual: 86 psi WELL Flowing: 1125 gpm Proof Flow: gpm Elevation: 1 ft Location: 955 CARLSBAD VILLAGE DR. Source of Information: CARLSBAD MUNICIPAL WATER DISTRICT COMMODITY STORAGE Commodity: Class: Location: - Storage Height: Area: Aisle Width: Storage Method: Solid Pile: % Palletized: % Rack: % RACK STORAGE El Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated El Double Row 0 Slave Pallet 0 Solid Shelving 0 Nonencapsulated 0 Multiple Row 0 Open FLUE SPACING CLEARANCE FROM TOP OF STORAGE TO CEILING Longitudinal: in Transverse: in ft in Horizontal Barriers Provided: Date: File: AlbertsonsCarlsbad.the Page 1 of 1 1 01 Hydraulic Summary WATER SUPPLY INFORMATION: Static (psi): 86.40 Residual (psi): 77.40 @ (gpm): 1,125.00 Hose (gpm): 250.00 System req. (gpm): 587.78 @ (psi): 79.51 Supply available: 83.69 psi Safety margin: 4.18 psi Maximum velocity in the system is: Continuity at all nodes satisfied to: Pipe Type Legend B2 = Blue Brute PVC Class 200 DO = Ductile Iron Class 50 8.33 ft/sec in the pipe between Nodes: SRC and UG1 0.01 gpm Fitting Type Legend T = Tee (flow turned 90 degrees GV = Gate valve E = 90 degree standard elbow NOTES: K FACTOR = FLOW RATE (GPM) / [PRESSURE (PSI)A.5] K FACTOR = 337.74/ [69.46A.5] = 337.74/8.334266614 = K FACTOR =40.52280307 01/10/11 "THE" Sprinkler Program 2001 110 - 1I1 80 70 60 40 30 20 10 0 0 200 300 400 500 600 700 800 900 1000 1100 1200 1300 Flow (gpm) Water Supply vs. Sprinkler Demand File: AlbertsonsCarlsbad.the Page 1 of 1 Node Pressure Flow Hose Elevation K-f actor Area Density psi gpm gpm feet gpm/(psi)½ sqft gpm/sqft SRC 79.51 587.78 -3.000 Source UG1 78.96 0.00 -6.000 BF1 76.36 0.00 -1.000 BF2 70.78 0.00 -1.000 BOR 69.50 337.78 1.000 40.52 01/10/11 "THE' Sprinkler Program 2001 File: AlbertsonsCarlsbad.the Nozzle Type & Reference Location Flow Pipe Fittings in Size & gpm inches Devices Pipe Friction Eqiv. Loss Length psi/ft Page 1 of 1 Req. psi Notes q 0.00 4.444 0 337.78 140 E FDPLD 40.52 q 337.78 4.444 Q 337.78 140 E Qt 587.78 lgth 50.000 Pt 78.96 ftg 35.051 0.022 Pf 1.85 tot 85.050 Pe -1.30 lgth 5.000 Pt 76.36 ftg 21.517 0.016 Pf 0.43 tot 26.520 Pe 2.17 lgth 3.000 Pt 70.78 FDPLD = ftg 21.517 0.016 Pf 5.58 5.19 tot 24.520 Pe 0.00 lgth 4.000 Pt 69.50 ftg 21.517 0.016 Pf 0.41 tot 25.520 Pe 0.87 Pt 79.51 q 0.00 4.070 0 337.78 150 TGV Source q 0.00 4.444 Q 337.78 140 E 'THE' Sprinkler Program 2001 Test Hydrant Flow Test Record Aslooi35- Location 9, pAD Hydrant ID No.- Size Main______________ Static............... Residual ......... -, Pressure Drop.. tcD (PD! 1).....K factor for PD! 1 3.4? Flow Hydrant(s) Hydrant 1 location 011515 4l'_L 7I2_ Hydrant 2 location Hydrant 3 location Hydrant I Pitot PSI GPM:_L t V> Size of Orifice__________ Hydrant 2 Pitot PSI GPM: Size of Orifice___________ Hydrant 3 Pitot PSI GPM: Size of Orifice.__________ Total: V35 /(\1\ Calculated test and flow data - 0 x PD2 k =Q2 PDI*k StaticS .................... .. Desired Residual.......20 Pressure Drop (PD 2)..7(p K factor PD 2:10 x O divided by _2 4? equals _32c2— GPM at 20 psi residual Q PD2k PD1k .Q2 Comments: Test conducted for FtIZF, ?T;c71ct\ Conducted by: Ft c2-E 4 Date: \ Time: u10 Flow Test Record Formulas GPM-Flow 2V2" 4" PSI GPM PSI GPM ' PSI GPM PSI GPM 1 170 16 670 1 430 16 1720 2 240 17 690 2 610 17 1770 3 290 18 710 3 740 18 1820 4 340 19 730 4 860 19 1870 5 380 20 750 5 960 20 1920 6 410 22 790 6 1050 22 2020 7 440 24 820 7 1140 24 2110 8 480 26 860 8 1220 26 2190 9 500 28 890 . 9 1290 28 2280 10 530 30 920 10 1360 30 2330 II 560 33 950 11 1430 32 2430 12 580 34 980 12 1490 34 2510 13 610 36 1010 13 1550 36 2580 14 630 38 1040 14 1610 38 2650 15 650 40 1060 15 1660 40 2720 K Factor Formula PD K PD K PD K PD K PD K 1= 1.0 21= 5.18 41= 7.43 61= 9.21 81= 10.73 2= 1.45 22= 5.31 42= 7.53 62= 9.29 82= 10.80 3= 1.81 23= 5.44 43= 7.62 63= 9.37 83= 10.87 4= 2.11 24= 5.56 44= 7.72 64= 9.45 84= 10.94 5= 2.39 25= 5.69 45= 7.81 65= 9.53 85= 11.01 6= 2.63 26= 5.81 46= 7.91 66= 9.61 86= 11.08 7= 2.86 27= 5.93 47= 8.00 67 9.69 87= 11.15 8= 3.07 28= 6.05 48= 8.09 68= 9.76 88= 11.22 9= 3.28 29= 6.16 49= 8.18 69= 9.84 89= 11.29 10= 3.47 30= 6.28 50= 8.27 70= 9.92 90= 11.36 11= 3.65 31= 6.39 51= 8.36 71= 9.99 91= 11.43 12= 3.83 32= 6.50 52= 8.44 72= 10.07 92= 11.49 13= 4.00 33= 6.61 53= 8.53 73= 10.14 93= 11.56 14= 4.16 34= 6.71 54= 8.64 74= 10.22 94= 11.63 15= 4.32 35= 6.82 55= 8.71 75- 1029 95 11.69 . 16= 4.48 36= 6.93 56= 8.79 76= 10.37 96= 11.76 17= 4.72 37= 7.03 57= 8.88 77= 10.44 97= 11.83 18= 4.76 38=.7.13 58=.. &96,,'78= ' 10.51 .98=. 11.89 19= 4.90 39= 7.23 59= 9.04 79= 10.59 99= 11.96 20= 5.04 40= 7.33 60= 9.12 80= 10.66 100= 12.02 *PD = Pressure drop K = K factor O6O o/o I Carlsbad Municipal Water District Ais in[ ss- Potable Water Discharge Event Report c0 -.g S ) 2oiO Location: by Reason for Discharge Event: Initial IA- Estimated Discharge Flow: jfQ4 ____ Start Time IV! jj}c End Time 44 o Type of Event: Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Pre-Dechlorination Residual: Clear flow path of debris, surface contaminants and/or hazardous Post-Dechlorination Residual: materials. Do not remove native (less than 0.1 mglL) vegetation. _____ pH within limits of 6.0 and 9.0 Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by: Comments: Submitted by:i Reviewd by: (Name & Date) (Name