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725 GRAND AVE; ; FPC2018-0318; Permit
PERMIT REPORT (ity of Carlsbad Print Date: 10/15/2021 Job Address: 725 GRAND AVE, CARLSBAD, CA 92008-2331 Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel U: Track U: Valuation: $0.00 Lot if: Occupancy Group: Project if: #of Dwelling Units: Plan if: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check if: Plan Check if: Permit No: FPC2018-0318 Status: Closed - Finaled Applied: 09/20/2018 Issued: 10/22/2018 Finaled Close Out: 08/04/2021 Inspector: Final Inspection: Project Title: Description: GRAND MADISON NEW SPRINKLER SYSTEM (436 HEADS) 1ST FLOOR COMMERCIAL, PARKING GARAGE, 2-4 FLOOR APTS. Applicant: FPContractor: ARROW AUTOMATIC FIRE SPRINKLER ARROW AUTOMATIC FIRE SPRINKLER INC BRYON FULLER 9520 PATHWAY ST 9520 PATHWAY ST SANTEE, CA 92071-2518 SANTEE, CA 92071-4169 (619) 448-2518 (760) 438-4578 FEE AMOUNT FIRE Hourly Services Each Additional Hour $136.00 FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $858.00 Fire Protection Sys Manual $948.00 Total Fees: $2,101.00 Total Payments To Date: $2,101.00 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 çPHORROCKS 5 llII 2Y 16466 Bernardo Center Drive, Suite 279 San Diego, CA 92128 Office: 858.673.8416 www.horrocks.com MEMORANDUM Date: June 19th, 2018 To: Kirk Moeller, MMA Architects From: R2H Horrocks Engineers Subject: Grand Madison Fire Suppression Structural Loads 1121-1 Horrocks performed a review of the loading on the fire sprinkler system for the Grand Madison project located at 725 Grand Ave, Calsbad, California. The extent of this review is limited to the plan check comment (#10) which states "Sprinkler systems that contain pipes 4" or larger shall be reviewed by a California licensed structural or civil engineer. They shall certify that the loads imposed at the point of connection on the ceiling by the sprinkler system design are in full compliance with the loading requirements as specified in Chapter 16 of the 2016 California Building Code." The loads stated on the sheets provided to 1121-1 Horrocks by Superior Fire, Inc (sheet FS-4) were found to be in general compliance with the 2016 California Building Code (CBC). Section 903.3.1 of the CBC permits the fire sprinkler system to be designed and installed per NFPA 13. The loads outlined in NFPA 13 appear to be equal or greater to the loads that would be required if the system was designed using Chapter 16 of the CBC. 1121-1 Horrocks did not perform a full structural analysis of the system provided. Adequacy of connections and capacity of the system was not analyzed as part of this review. It was found that the loads stated on the plan sheets are in compliance with the 2016 California Building Code. 1121-1 Horrocks Engineers ~Z-o- Jens Hur X OFC Reviewed by Robert C. Hendershot, P.E. FPC20I8-0318 725 Grand AVE GRAND MADISON NEW SPRINKLER SYSTEM (436 HEADS) 1ST FLOOR COMMERCIAL PARKING GARAGE, 2-4 FLOOR APTS. 10/22/2018 FPC20I8-0318 - - Fire Protection by Computer Design ARROW AUTOMATIC FIRE SPRINKLER 9250 PATHWAY ST. SANTEE, CA 619-448-2518 C16 422176 Job Name : GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Drawing : MAIN Location : 725 GRAND AVE, CARLSBAD, CA Remote Area : 1 Contract Data File : GM1-Com-R2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ARROW AUTOMATIC FIRE SPRINKLER Page 1 GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Date 5-7-18 Hydraulic Design Information Sheet Name - GRAND MADISON - 1ST FLOOR RETAIL Date - 10-9-18 Location - 725 GRAND AVE, CARLSBAD, CA Building - MAIN System No. - 1 Contractor - ARROW AUTOMATIC FIRE SPRINKLERS Contract No. - Calculated By - SF1 Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 12 Occupancy - RETAIL S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .20 (X) Wet Make TYCO D Area Per Sprinkler - 106 ( ) Dry Model TYFRB B Elevation at Highest Outlet - 10.167 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 611.636 Press Required - 71.6465 At Node TEST Summary C-Factor Used: 120 Overhead 150 Underground Water Flow Test: Date of Test - 5-4-18 Time of Test - Static Press - 82 Residual Press - 57 Flow - 3550 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Rated Cap.- Elev.- 8 Press - Elev. - Well Proof Flow W A T E R S U P P L Y Location - GRAND AVE & MADISON ST HYD #H62266 Source of Information - CITY OF CARLSBAD C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G B Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ARROW AUTOMATIC FIRE SPRINKLER Page 2 GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Date 5-7-18 City Water Supply: Demand: Cl - Static lressure : 82 Dl - Elevation : 4.403 C2 - Residual Pressure: 57 D2 - System Flow :361.636 C2 - Residual Flow : 3550 D2 - System Pressure : 71.646 Hose ( Demand) : 250 D3 - System Demand :611.636 Safety Margin : 9.387 150 140 130 p 12 R° E10° S90 S80 3— U 70 R 60 E 50 40-I ercent nder 40 30 20 10 I.I.I.I. .. ... I ... .. I.... 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N ' 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ARROW AUTOMATIC FIRE SPRINKLER Page 3 GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Date 5-7-18 Fitting Legend Abbrev. Name /2 % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139O'StandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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 ARROW AUTOMATIC FIRE SPRINKLER Page 4 GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Date 5-7-18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. S001 10.167 5.6 14.6 na 21.4 0.2 107 14.6 EQ01 10.167 15.02 na S002 10.167 5.6 17.5 na 23.43 0.2 117 17.5 EQ02 10.167 18.52 na 20 10.167 K=K©EQ01 19.6 na 24.44 21 10.167 K=K@EQ01 20.0 na 24.69 22 10.167 K=K@EQ01 21.46 na 25.57 23 10.167 K=K@EQ01 26.12 na 28.22 40 10.167 26.57 na 24 10.167 K=K@EQ01 19.65 na 24.47 25 10.167 K = K @ EQ01 20.05 na 24.72 26 10.167 K= K@ EQ01 21.51 na 25.61 27 10.167 K= K @ EQ01 26.19 na 28.25 41 10.167 26.64 na 28 10.167 K = K © EQ02 18.52 na 23.43 29 10.167 K = K @ EQ02 18.86 na 23.64 30 10.167 K = K © EQ02 20.11 na 24.41 31 10.167 K = K © EQ02 22.8 na 25.99 42 10.167 27.39 na 32 10.167 K = K © EQ02 28.31 na 28.96 33 10.167 K = K © EQ02 28.82 na 29.22 43 10.167 30.59 na 44 9.5 31.4 na 45 9.5 31.48 na 46 9.5 31.78 na 47 9.5 32.46 na 206 9.167 46.11 na TR1 9.167 52.19 na BR1 3.0 60.43 na BR 1.5 61.17 na BF1 1.5 61.37 na BF2 1.5 70.51 na UG2 -3.0 72.55 na TEST 0.0 71.65 na 250.0 The maximum velocity is 17.98 and it occurs in the pipe between nodes 41 and 45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 ARROW AUTOMATIC FIRE SPRINKLER Page 5 GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf S001 10.167 5.60 21.40 1 E 2.336 1.000 120 14.603 to 0.0 2.336 0.0 EQ01 10.167 21.4 1.083 0.0 3.336 0.1262 0.421 VeI= 7.45 0.0 EQOI 21.40 15.024 K Factor = 5.52 S002 10.167 5.60 23.43 1 T 5.84 1.000 120 17.500 to 0.0 5.840 0.0 EQ02 10.167 23.43 1.083 0.0 6.840 0.1493 1.021 Vel = 8.16 0.0 EQ02 23.43 18.521 K Factor = 5.44 20 10.167 5.52 24.44 1.25 0.0 13.333 120 19.600 K= K@ EQ01 to 0.0 0.0 0.0 21 10.167 24.44 1.530 0.0 13.333 0.0300 0.400 Vel = 4.26 21 10.167 5.52 24.69 1.25 0.0 13.333 120 20.000 K = K @ EQ01 to 0.0 0.0 0.0 22 10.167 49.13 1.530 0.0 13.333 0.1092 1.456 Vel = 8.57 22 10.167 5.52 25.58 1.25 T 9.917 11.667 120 21.456 K= K@ EQ01 to 0.0 9.917 0.0 40 10.167 74.71 1.530 0.0 21.584 0.2371 5.118 Vel= 13.04 0.0 40 74.71 26.574 KFactor= 14.49 23 10.167 5.52 28.22 1.25 T 9.917 1.667 120 26.120 K= K@ EQ01 to 0.0 9.917 0.0 40 10.167 28.22 1.530 0.0 11.584 0.0392 0.454 Vel= 4.92 40 10.167 74.70 1.25 T 9.917 0.667 120 26.574 to 0.0 9.917 0.289 44 9.500 102.92 1.530 0.0 10.584 0.4289 4.539 Vel = 17.96 0.0 44 102.92 31.402 KFactor 18.37 24 10.167 5.52 24.47 1.25 0.0 13.333 120 19.650 K = K © EQ01 to 0.0 0.0 0.0 25 10.167 24.47 1.530 0.0 13.333 0.0302 0.402 Vel = 4.27 25 10.167 5.52 24.73 1.25 0.0 13.333 120 20.052 K=K@EQ01 to 0.0 0.0 0.0 26 10.167 49.2 1.530 0.0 13.333 0.1094 1.459 VeI= 8.59 26 10.167 5.52 25.60 1.25 T 9.917 11.667 120 21.511 K= K@ EQ01 to 0.0 9.917 0.0 41 10.167 74.8 1.530 0.0 21.584 0.2376 5.129 Vel= 13.05 0.0 41 74.80 26.640 K Factor = 14.49 27 10.167 5.52 28.25 1.25 T 9.917 1.667 120 26.186 K=K@EQ01 to 0.0 9.917 0.0 41 10.167 28.25 1.530 0.0 11.584 0.0392 0.454 Vel = 4.93 41 10.167 74.80 1.25 T 9.917 0.667 120 26.640 to 0.0 9.917 0.289 45 9.500 103.05 1.530 0.0 10.584 0.4300 4.551 Vel = 17.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 6 GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 45 103.05 31.480 KFactor= 18.37 28 10.167 5.44 23.43 1.25 0.0 12.333 120 18.521 K=K@EQ02 to 0.0 0.0 0.0 29 10.167 23.43 1.530 0.0 12.333 0.0277 0.342 Vel = 4.09 29 10.167 5.44 23.64 1.25 0.0 12.333 120 18.863 K= K@ EQ02 to 0.0 0.0 0.0 30 10.167 47.07 1.530 0.0 12.333 0.1009 1.244 VeI= 8.21 30 10.167 5.44 24.41 1.25 0.0 12.333 120 20.107 K= K@ EQO2 to 0.0 0.0 0.0 31 10.167 71.48 1.530 0.0 12.333 0.2185 2.695 VeI= 12.47 31 10.167 5.44 25.99 1.25 T 9.917 1.917 120 22.802 K=K@EQ02 to 0.0 9.917 0.0 42 10.167 97.47 1.530 0.0 11.834 0.3878 4.589 VeI= 17.01 42 10.167 0.0 1.25 T 9.917 0.667 120 27.391 to 0.0 9.917 0.289 46 9.500 97.47 1.530 0.0 10.584 0.3878 4.105 Vel = 17.01 0.0 46 97.47 31.785 KFactor= 17.29 32 10.167 5.44 28.96 1.25 0.0 12.333 120 28.314 K = K @ EQ02 to 0.0 0.0 0.0 33 10.167 28.96 1.530 0.0 12.333 0.0410 0.506 Vel = 5.05 33 10.167 5.44 29.23 1.25 1 9.917 1.917 120 28.820 K= K@ EQ02 to 0.0 9.917 0.0 43 10.167 58.19 1.530 0.0 11.834 0.1494 1.768 VeI= 10.15 43 10.167 0.0 1.25 T 9.917 0.667 120 30.588 to 0.0 9.917 0.289 47 9.500 58.19 1.530 0.0 10.584 0.1493 1.580 Vel = 10.15 0.0 47 58.19 32.457 K Factor= 10.21 44 9.500 102.92 3 0.0 8.000 120 31.402 to 0.0 0.0 0.0 45 9.500 102.92 3.334 0.0 8.000 0.0098 0.078 Vel = 3.78 45 9.500 103.06 3 0.0 8.750 120 31.480 to 0.0 0.0 0.0 46 9.500 205.98 3.334 0.0 8.750 0.0349 0.305 Vel = 7.57 46 9.500 97.47 3 0.0 9.417 120 31.785 to 0.0 0.0 0.0 47 9.500 303.45 3.334 0.0 9.417 0.0714 0.672 VeI= 11.15 47 9.500 58.19 3 4E 41.977 72.333 120 32.457 to T 22.488 64.465 0.144 206 9.167 361.64 3.334 0.0 136.798 0.0988 13.511 VeI= 13.29 206 9.167 0.0 3 2E 20.989 40.500 120 46.112 to 0.0 20.989 0.0 TR1 9.167 361.64 3.334 0.0 61.489 0.0988 6.073 Vel = 13.29 TR1 9.167 0.0 3 B 14.992 8.500 120 52.185 to E 10.494 47.974 2.671 BR1 3 361.64 3.334 1 22.488 56.474 0.0988 5.578 Vel = 13.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 7 GRAND MADISON -1ST FLOOR - COMMERCIAL SPACE Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf BRI 3 0.0 6 E 17.603 2.000 120 60.434 to 0.0 17.603 0.650 BR 1.500 361.64 6.357 0.0 19.603 0.0042 0.083 Vel = 3.66 BR 1.500 0.0 6 2E 53.198 17.250 150 61.167 to 0.0 53.198 0.0 BF1 1.500 361.64 6.357 0.0 70.448 0.0028 0.199 Vel = 3.66 BFI 1.500 0.0 6 Zim 0.0 5.000 120 61.366 to 0.0 0.0 9.120 * * Fixed Loss = 9.12 BF2 1.500 361.64 6.357 0.0 5.000 0.0042 0.021 VeI= 3.66 BF2 1.500 0.0 6 E 20.084 6.000 140 70.507 to 0.0 20.084 1.949 UG2 -3 361.64 6.16 0.0 26.084 0.0037 0.097 Vel = 3.89 UG2 -3 0.0 6 G 4.625 62.000 150 72.553 to T 46.249 50.874 -1.299 TEST 0 361.64 6.09 0.0 112.874 0.0035 0.392 VeI= 3.98 250.00 Qa = 250.00 TEST 611.64 71.646 KFactor= 72.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design ARROW AUTOMATIC FIRE SPRINKLER 9250 PATHWAY ST. SANTEE, CA 619-448-2518 C16 422176 Job Name : GRAND MADISON -1ST FLOOR - GARAGE Drawing : MAIN Location : 725 GRAND AVE, CARLSBAD, CA Remote Area : 1 Contract Data File : GM1-Gar-R2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ARROW AUTOMATIC FIRE SPRINKLER Page 1 GRAND MADISON -1ST FLOOR - GARAGE Date 5-7-18 Hydraulic Design Information Sheet Name - GRAND MADISON - 1ST FLOOR GARAGE Date - 10-9-18 Location - 725 GRAND AVE, CARLSBAD, CA Building - MAIN System No. - 1 Contractor - ARROW AUTOMATIC FIRE SPRINKLER Contract No. - Calculated By - SF1 Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 12 Occupancy - PARKING GARAGE S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .15 (X) Wet Make TYCO D Area Per Sprinkler - 106 ( ) Dry Model TYFRB E Elevation at Highest Outlet - 9.167 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 497.862 Press Required - 48.2363 At Node TEST Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-4-18 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 82 8 Press - R Residual Press - 57 Elev. - Well Flow - 3550 Proof Flow S Elevation - 0 U P Location - GRAND AVE & MADISON ST P HYD #H62266 L Source of Information - Y CITY OF CARLSBAD C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ARROW AUTOMATIC FIRE SPRINKLER Page 2 GRAND MADISON -1ST FLOOR - GARAGE Date 5-7-18 City Water Supply: Demand: Cl - Static Pressure : 82 Dl - Elevation : 3.970 C2 - Residual Pressure: 57 D2 - System Flow : 247.862 C2 - Residual Flow : 3550 D2 - System Pressure : 48.236 Hose ( Demand) : 250 D3 - System Demand : 497.862 Safety Margin : 33.104 150 140 130 p120 R° E10° S 90 S80 -- - ____ _____ U 70 R 60 - ____ ______ ________ __________ E 50 ...rcent Under 40 30 -- 20 -- 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ARROW AUTOMATIC FIRE SPRINKLER Page 3 GRAND MADISON -1ST FLOOR - GARAGE Date 5-7-18 Filling Legend Abbrev. Name % 3/4 1 11/4 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Filling generates a Fixed Loss Based on Flow 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 ARROW AUTOMATIC FIRE SPRINKLER Page 4 GRAND MADISON -1ST FLOOR - GARAGE Date 5-7-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. S001 10.167 5.6 8.06 na 15.9 0.15 106 8.06 EQ01 10.167 8.56 na S002 10.167 5.6 7.0 na 14.82 0.15 78 7.0 EQ02 10.167 7.44 na 100 9.167 10.43 na 50 9.167 K = K @ EQ01 8.94 na 16.25 51 9.167 K = K @ EQ01 8.63 na 15.97 52 9.167 K= K @ EQ01 8.56 na 15.9 53 9.167 K= K @ EQ01 8.56 na 15.9 54 9.167 K= K @ EQ01 8.68 na 16.01 55 9.167 K = K © EQ01 9.09 na 16.39 56 9.167 K= K @ EQ01 9.97 na 17.16 101 9.167 10.66 na 57 9.167 K = K © EQ01 9.15 na 16.44 58 9.167 K = K © EQ01 8.85 na 16.16 59 9.167 K = K © EQ01 8.77 na 16.1 60 9.167 K= K @ EQ01 8.78 na 16.1 61 9.167 K= K @ EQ01 8.9 na 16.22 62 9.167 K = K © EQ01 9.33 na 16.6 63 9.167 K = K © EQ01 10.24 na 17.39 102 9.167 11.48 na 64 9.167 K=K©EQO2 12.59 na 19.28 103 9.167 12.79 na 104 9.167 12.88 na 200 9.167 15.76 na 201 9.167 16.21 na 205 9.167 19.04 na 202 9.167 17.58 na 203 9.167 17.19 na 206 9.167 26.98 na TR1 9.167 30.0 na BR1 3.0 35.44 na BR 1.5 36.13 na BF1 1.5 36.23 na BF2 1.5 47.34 na UG2 -3.0 49.34 na TEST 0.0 48.24 na 250.0 The maximum velocity is 20.86 and it occurs in the pipe between nodes 205 and 206 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 ARROW AUTOMATIC FIRE SPRINKLER Page 5 GRAND MADISON -1ST FLOOR - GARAGE Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf SOOI 10.167 5.60 15.90 1 T 5.84 1.000 120 8.062 to 0.0 5.840 0.0 EQ01 10.167 15.9 1.083 0.0 6.840 0.0728 0.498 Vel = 5.54 0.0 EQ01 15.90 8.560 K Factor = 5.43 S002 10.167 5.60 14.82 1 T 5.84 1.000 120 7.000 to 0.0 5.840 0.0 EQ02 10.167 14.82 1.083 0.0 6.840 0.0639 0.437 VeI= 5.16 0.0 EQ02 14.82 7.437 K Factor = 5.43 100 9.167 -47.12 1.25 1 9.917 4.833 120 10.427 to 0.0 9.917 0.0 50 9.167 -47.12 1.530 0.0 14.750 -0.1011 -1.491 Vel = 8.22 50 9.167 5.43 16.25 1.25 0.0 6.583 120 8.936 K= K@ EQ01 to 0.0 0.0 0.0 51 9.167 -30.87 1.530 0.0 6.583 -0.0462 -0.304 Vel= 5.39 51 9.167 5.43 15.96 1.25 0.0 6.000 120 8.632 K=K@EQ01 to 0.0 0.0 0.0 52 9.167 -14.91 1.530 0.0 6.000 -0.0120 -0.072 Vel = 2.60 52 9.167 5.43 15.90 1.25 0.0 6.917 120 8.560 K= K@ EQOI to 0.0 0.0 0.0 53 9.167 0.99 1.530 0.0 6.917 0.0001 0.001 Vel = 0.17 53 9.167 5.43 15.90 1.25 0.0 8.000 120 8.561 K= K@ EQOI to 0.0 0.0 0.0 54 9.167 16.89 1.530 0.0 8.000 0.0151 0.121 VeI= 2.95 54 9.167 5.43 16.02 1.25 0.0 7.917 120 8.682 K= K@ EQ01 to 0.0 0.0 0.0 55 9.167 32.91 1.530 0.0 7.917 0.0520 0.412 Vel = 5.74 55 9.167 5.43 16.39 1.25 0.0 8.000 120 9.094 K= K@ EQ01 to 0.0 0.0 0.0 56 9.167 49.3 1.530 0.0 8.000 0.1099 0.879 VeI= 8.60 56 9.167 5.43 17.16 1.25 T 9.917 20.417 120 9.973 K= K@ EQ01 to 0.0 9.917 0.0 200 9.167 66.46 1.530 0.0 30.334 0.1909 5.792 VeI= 11.60 0.0 200 66.46 15.765 KFactor 16.74 101 9.167 -47.44 1.25 1 9.917 4.833 120 10.663 to 0.0 9.917 0.0 57 9.167 -47.44 1.530 0.0 14.750 -0.1024 -1.510 Vel = 8.28 57 9.167 5.43 16.44 1.25 0.0 6.583 120 9.153 K= K@ EQOI to 0.0 0.0 0.0 58 9.167 -31.0 1.530 0.0 6.583 -0.0466 -0.307 VeI= 5.41 58 9.167 5.43 16.16 1.25 0.0 6.000 120 8.846 K= K@ EQOI to 0.0 0.0 0.0 59 9.167 -14.84 1.530 0.0 6.000 -0.0118 -0.071 VeI= 2.59 59 9.167 5.43 16.10 1.25 0.0 6.917 120 8.775 K= K@ EQ01 to 0.0 0.0 0.0 60 9.167 1.26 1.530 0.0 6.917 0 0.0 Vel = 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 6 GRAND MADISON -1ST FLOOR - GARAGE Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 Etev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 60 9.167 5.43 16.10 1.25 0.0 8.000 120 8.775 K= K@ EQ01 to 0.0 0.0 0.0 61 9.167 17.36 1.530 0.0 8.000 0.0160 0.128 Vet = 3.03 61 9.167 5.43 16.21 1.25 0.0 7.917 120 8.903 K=K@EQ01 to 0.0 0.0 0.0 62 9.167 33.57 1.530 0.0 7.917 0.0539 0.427 VeI= 5.86 62 9.167 5.43 16.60 1.25 0.0 8.000 120 9.330 K=K@EQ01 to 0.0 0.0 0.0 63 9.167 50.17 1.530 0.0 8.000 0.1135 0.908 VeI= 8.75 63 9.167 5.43 17.39 1.25 T 9.917 20.417 120 10.238 K = K @ EQ01 to 0.0 9.917 0.0 201 9.167 67.56 1.530 0.0 30.334 0.1969 5.972 Vel = 11.79 0.0 201 67.56 16.210 KFactor= 16.78 102 9.167 25.52 1.25 1 9.917 24.333 120 11.481 to 0.0 9.917 0.0 64 9.167 25.52 1.530 0.0 34.250 0.0325 1.113 Vel= 4.45 64 9.167 5.43 19.28 1.25 T 9.917 44.250 120 12.594 K= K@ EQ02 to 0.0 9.917 0.0 202 9.167 44.8 1.530 0.0 54.167 0.0921 4.988 Vel = 7.82 0.0 202 44.80 17.582 KFactor= 10.68 103 9.167 34.92 1.25 21 19.834 55.833 120 12.793 to 0.0 19.834 0.0 203 9.167 34.92 1.530 0.0 75.667 0.0580 4.392 Vel = 6.09 0.0 203 34.92 17.185 K Factor = 8.42 104 9.167 34.12 1.25 2T 19.834 55.833 120 12.884 to 0.0 19.834 3.970 204 0 34.12 1.530 0.0 75.667 0.0556 4.210 Vet = 5.95 0.0 204 34.12 21.064 K Factor = 7.43 100 9.167 47.12 2 0.0 13.750 120 10.427 to 0.0 0.0 0.0 101 9.167 47.12 2.203 0.0 13.750 0.0172 0.236 Vet = 3.97 101 9.167 47.44 2 0.0 13.167 120 10.663 to 0.0 0.0 0.0 102 9.167 94.56 2.203 0.0 13.167 0.0621 0.818 Vet = 7.96 102 9.167 -25.52 2 2E 13.639 24.167 120 11.481 to 0.0 13.639 0.0 103 9.167 69.04 2.203 0.0 37.806 0.0347 1.312 Vet = 5.81 103 9.167 -34.92 2 0.0 9.667 120 12.793 to 0.0 0.0 0.0 104 9.167 34.12 2.203 0.0 9.667 0.0094 0.091 Vet = 2.87 0.0 104 34.12 12.884 K Factor = 9.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 7 GRAND MADISON -1ST FLOOR - GARAGE Date 5-7-18 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 Pf 200 9.167 66.46 2 0.0 13.750 120 15.765 to 0.0 0.0 0.0 201 9.167 66.46 2.203 0.0 13.750 0.0324 0.445 Vel = 5.59 201 9.167 67.56 2 1 13.639 10.250 120 16.210 to 0.0 13.639 0.0 205 9.167 134.02 2.203 0.0 23.889 0.1184 2.829 Vel= 11.28 205 9.167 -247.86 2 1 13.639 3.000 120 19.039 to 0.0 13.639 0.0 202 9.167 -113.84 2.203 0.0 16.639 -0.0876 -1.457 Vel = 9.58 202 9.167 44.80 2 0.0 11.417 120 17.582 to 0.0 0.0 0.0 203 9.167 -69.04 2.203 0.0 11.417 -0.0348 -0.397 Vel = 5.81 203 9.167 34.92 2 0.0 9.667 120 17.185 to 0.0 0.0 3.970 204 0 -34.12 2.203 0.0 9.667 -0.0094 -0.091 Vel = 2.87 0.0 204 -34.12 21.064 KFactor= -7.43 205 9.167 247.86 2 0.0 21.500 120 19.039 to 0.0 0.0 0.0 206 9.167 247.86 2.203 0.0 21.500 0.3693 7.941 Vel = 20.86 206 9.167 0.0 3 2E 20.989 40.500 120 26.980 to 0.0 20.989 0.0 TR1 9.167 247.86 3.334 0.0 61.489 0.0491 3.019 Vel = 9.11 TR1 9.167 0.0 3 B 14.992 8.500 120 29.999 to E 10.494 47.974 2.671 BR1 3 247.86 3.334 T 22.488 56.474 0.0491 2.773 Vel= 9.11 BR1 3 0.0 6 E 17.603 2.000 120 35.443 to 0.0 17.603 0.650 BR 1.500 247.86 6.357 0.0 19.603 0.0021 0.041 Vel = 2.51 BR 1.500 0.0 6 2E 53.198 17.250 150 36.134 to 0.0 53.198 0.0 BF1 1.500 247.86 6.357 0.0 70.448 0.0014 0.099 Vel = 2.51 BFI 1.500 0.0 6 Zim 0.0 5.000 120 36.233 to 0.0 0.0 11.099 **Fixed Loss= 11.099 BF2 1.500 247.86 6.357 0.0 5.000 0.0022 0.011 Vel = 2.51 BF2 1.500 0.0 6 E 20.084 6.000 140 47.343 to 0.0 20.084 1.949 UG2 -3 247.86 6.16 0.0 26.084 0.0019 0.049 Vel = 2.67 UG2 -3 0.0 6 G 4.625 62.000 150 49.341 to T 46.249 50.874 -1.299 TEST 0 247.86 6.09 0.0 112.874 0.0017 0.194 Vel = 2.73 250.00 Qa = 250.00 TEST 497.86 48.236 KFactor= 71.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design ARROW AUTOMATIC FIRE SPRINKLER 9250 PATHWAY ST. SANTEE, CA 619-448-2518 C16 422176 Job Name : GRAND MADISON - 3RD FLOOR - UNIT 8 Drawing : MAIN Location : 725 GRAND AVE, CARLSBAD, CA Remote Area : 2 Contract Data File : GM3-U8-R2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ARROW AUTOMATIC FIRE SPRINKLER Page 1 GRAND MADISON - 3RD FLOOR - UNIT 8 Date 5-7-18 Hydraulic Design Information Sheet Name - GRAND MADISON - 3rd FLOOR UNIT 8 Date - 10-9-18 Location - 725 GRAND AVE, CARLSBAD, CA Building - MAIN System No. - 2 Contractor - ARROW AUTOMATIC FIRE SPRINKLERS Contract No. - Calculated By - SF1 Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9 Occupancy - RESIDENCE S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 4 HEADS System Type Sprinkler/Nozzle Density - .05 (X) Wet Make TYCO D Area Per Sprinkler - 256 ( ) Dry Model LFII E Elevation at Highest Outlet - 43.167 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.160 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 204.722 Press Required - 65.2614 At Node TEST Summary C-Factor Used: 150 Overhead 150 Underground Water Flow Test: Date of Test - 5-4-18 Time of Test - Static Press - 82 Residual Press - 57 Flow - 3.550 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Rated Cap.- Elev.- @ Press - Elev. - Well Proof Flow W A T E R S U P P L Y Location - GRAND AVE & MADISON ST HYD iH62266 Source of Information - CITY OF CARLSBAD C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M SR TA O C R K A G E Single Row Double Row Mult. Row Flue Spacing Longitudinal Conven. Pallet ( ) Auto. Storage Encap. Slave Pallet ( ) Solid Shelf Non Open Shelf Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ARROW AUTOMATIC FIRE SPRINKLER Page 2 GRAND MADISON - 3RD FLOOR - UNIT 8 Date 5-7-18 City Water Supply: Demand: Cl - Static Pressure : 82 Dl - Elevation : 14.184 C2 - Residual Pressure: 57 D2 - System Flow :104.722 C2 - Residual Flow : 3550 D2 - System Pressure : 65.261 Hose ( Demand) :100 D3 - System Demand : 204.722 Safety Margin : 16.611 150 140 130 p120 R11° E10° 90 "j 80 - - - U 70 1D2 ________________ R 60 E 50 - 4O- .rcent nder 40 30 20 10 --Dl— I I I I I I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ARROW AUTOMATIC FIRE SPRINKLER Page 3 GRAND MADISON - 3RD FLOOR - UNIT 8 Date 5-7-18 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 2Y2 3 3V2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 139O'StandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N CPVC9O'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0 CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 I NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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 ARROW AUTOMATIC FIRE SPRINKLER Page 4 GRAND MADISON - 3RD FLOOR - UNIT 8 Date 5-7-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 0001 32.0 4.9 27.3 na 25.6 0.1 256 7.039 EQ01 32.75 27.83 na 0002 32.0 4.9 27.3 na 25.6 0.1 256 7.039 EQ02 32.75 27.62 na 0003 32.0 4.9 27.3 na 25.6 0.1 256 7.039 EQ03 32.75 27.08 na 0004 32.0 4.9 27.3 na 25.6 0.1 256 7.039 EQ04 32.75 27.08 na G 32.75 K= K @ EQ01 27.83 na 25.6 H 32.75 K = K © EQ02 28.04 na 25.8 J 32.75 K= K @ EQ01 29.33 na 26.28 K 32.75 K = K © EQ02 30.82 na 27.05 10 32.75 29.02 na 11 32.75 29.25 na 12 32.75 30.08 na 13 32.75 31.45 na 14 32.75 35.0 na TR3 32.75 36.85 na BR3 25.75 40.22 na BR1 3.0 50.3 na BR 1.5 50.96 na BF1 1.5 50.98 na BF2 1.5 64.56 na UG2 -3.0 66.52 na TEST 0.0 65.26 na 100.0 The maximum velocity is 16.75 and it occurs in the pipe between nodes 13 and 14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 ARROW AUTOMATIC FIRE SPRINKLER Page 5 GRAND MADISON - 3RD FLOOR - UNIT 8 Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DOOI 32 4.90 25.60 1 N 7.0 1.000 150 27.295 to 0.0 7.000 -0.325 EQ01 32.750 25.6 1.101 0.0 8.000 0.1075 0.860 VeI= 8.63 0.0 EQOI 25.60 27.830 K Factor = 4.85 D002 32 4.90 25.60 1 0 5.0 1.000 150 27.295 to 0.0 5.000 -0.325 EQ02 32.750 25.6 1.101 0.0 6.000 0.1075 0.645 Vel = 8.63 0.0 EQ02 25.60 27.615 K Factor = 4.87 D003 32 4.90 25.60 1 0.0 0.0 150 27.295 to 0.0 1.000 -0.325 EQ03 32.750 25.6 1.101 0.0 1.000 0.1080 0.108 VeI= 8.63 0.0 EQ03 25.60 27.078 K Factor = 4.92 D004 32 4.90 25.60 1 0.0 0.0 150 27.295 to 0.0 1.000 -0.325 EQ04 32.750 25.6 1.101 0.0 1.000 0.1080 0.108 Vel = 8.63 0.0 EQ04 25.60 27.078 K Factor = 4.92 G 32.75 4.85 25.60 1 0 5.0 6.083 150 27.830 K = K @ EQOI to 0.0 5.000 0.0 10 32.75 25.6 1.101 0.0 11.083 0.1074 1.190 Vel = 8.63 0.0 10 25.60 29.020 K Factor = 4.75 H 32.75 4.87 25.80 1 0 5.0 6.083 150 28.038 K = K @ EQ02 to 0.0 5.000 0.0 11 32.75 25.8 1.101 0.0 11.083 0.1089 1.207 Vel = 8.69 0.0 11 25.80 29.245 K Factor = 4.77 J 32.75 4.85 26.28 1 0 5.0 1.667 150 29.330 K= K@ EQ01 to 0.0 5.000 0.0 12 32.750 26.28 1.101 0.0 6.667 0.1128 0.752 VeI= 8.86 0.0 12 26.28 30.082 K Factor = 4.79 K 32.75 4.87 27.05 1 0 5.0 0.250 150 30.822 K = K @ EQ02 to 0.0 5.000 0.0 13 32.750 27.05 1.101 0.0 5.250 0.1189 0.624 VeI= 9.12 0.0 13 27.05 31.446 K Factor = 4.82 10 32.75 25.60 1.5 R 1.0 11.833 150 29.020 to 0.0 1.000 0.0 11 32.75 25.6 1.598 0.0 12.833 0.0175 0.225 VeI= 4.10 11 32.75 25.80 1.5 2R 2.0 11.167 150 29.245 to 0.0 2.000 0.0 12 32.750 51.4 1.598 0.0 13.167 0.0636 0.837 Vel = 8.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 6 GRAND MADISON - 3RD FLOOR - UNIT 8 Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 12 32.750 26.28 1.5 R 1.0 9.000 150 30.082 to 0.0 1.000 0.0 13 32.750 77.68 1.598 0.0 10.000 0.1364 1.364 VeI= 12.43 13 32.750 27.04 1.5 0 8.0 7.000 150 31.446 to 0.0 8.000 0.0 14 32.750 104.72 1.598 0.0 15.000 0.2372 3.558 Vel = 16.75 14 32.750 0.0 3 F 4.498 138.500 120 35.004 to 4E 41.977 46.475 0.0 TR3 32.750 104.72 3.334 0.0 184.975 0.0100 1.845 Vel = 3.85 TR3 32.750 0.0 3 B 14.992 8.500 120 36.849 to E 10.494 25.486 3.032 BR3 25.750 104.72 3.334 0.0 33.986 0.0099 0.338 Vel = 3.85 BR3 25.750 0.0 3 0.0 22.750 120 40.219 to 0.0 0.0 9.853 BR1 3 104.72 3.334 0.0 22.750 0.0100 0.227 Vel = 3.85 BR1 3 0.0 6 E 17.603 2.000 120 50.299 to 0.0 17.603 0.650 BR 1.500 104.72 6.357 0.0 19.603 0.0004 0.008 Vel = 1.06 BR 1.500 0.0 6 2E 53.198 17.250 150 50.957 to 0.0 53.198 0.0 BF1 1.500 104.72 6.357 0.0 70.448 0.0003 0.021 Vel = 1.06 BF1 1.500 0.0 6 Zim 0.0 5.000 120 50.978 to 0.0 0.0 13.583 * * Fixed Loss = 13.583 BF2 1.500 104.72 6.357 0.0 5.000 0.0002 0.001 Vel = 1.06 BF2 1.500 0.0 6 E 20.084 6.000 140 64.562 to 0.0 20.084 1.949 UG2 -3 104.72 6.16 0.0 26.084 0.0004 0.010 VeI= 1.13 UG2 -3 0.0 6 G 4.625 62.000 150 66.521 to T 46.249 50.874 -1.299 TEST 0 104.72 6.09 0.0 112.874 0.0003 0.039 VeI= 1.15 100.00 Qa= 100.00 TEST 204.72 65.261 K Factor= 25.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Fire Protection by Computer Design ARROW AUTOMATIC FIRE SPRINKLER 9250 PATHWAY ST. SANTEE, CA 619-448-2518 C16 422176 Job Name : GRAND MADISON - ROOF - STAIR 2 Drawing : MAIN Location : 725 GRAND AVE, CARLSBAD, CA Remote Area : 2 Contract Data File : GMR-Stair-R2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ARROW AUTOMATIC FIRE SPRINKLER Page 1 GRAND MADISON - ROOF - STAIR 2 Date 5-7-18 Hydraulic Design Information Sheet Name - GRAND MADISON - ROOF - STAIR 2 (PROOF CALC) Date - 10-9-18 Location - 725 GRAND AVE, CARLSBAD, CA Building - MAIN System No. - 2 Contractor - ARROW AUTOMATIC FIRE SPRINKLER Contract No. - Calculated By - SF1 Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9 Occupancy - STAIR S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y NFPA 231 ( ) NFPA 231C Figure Curve S Other T Specific Ruling Made By Date E N Area of Sprinkler Operation - 170 System Type Sprinkler/Nozzle Density - .10 (X) Wet Make TYCO D Area Per Sprinkler - 85 Dry Model LFII E Elevation at Highest Outlet - 9 Deluge Size 1/2 S Hose Allowance - Inside - Preaction K-Factor 4.9 I Rack Sprinkler Allowance - Other Temp.Rat. 160 G Hose Allowance - Outside - 100 N Note Calculation Flow Required Summary C-Factor Used: - 130.159 Press Required 150 Overhead - 56.822 At Node TEST 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 5-4-18 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 82 @ Press - R Residual Press - 57 Elev. - Well Flow - 3550 Proof Flow S Elevation - 0 U P Location - GRAND AVE & MADISON ST P HYD #H62266 L Source of Information Y CITY OF CARLSBAD C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. SR Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non TA Mult. Row ( ) Open Shelf 0 R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ARROW AUTOMATIC FIRE SPRINKLER Page 2 GRAND MADISON - ROOF - STAIR 2 Date 5-7-18 City Water Supply: Demand: Cl - Static lressure : 82 Dl - Elevation : 22.738 C2 - Residual Pressure: 57 D2 - System Flow : 30.159 C2 - Residual Flow : 3550 D2 - System Pressure : 56.822 Hose ( Demand) :100 D3 - System Demand :130.159 Safety Margin : 25.123 150 140 130 p120 R° E10° S90 : S 80 -__ U 70 - - ____ ______ ________ _________ _____________ ______________ R 60 - ___ _____ _______ ________ __________ 50 - E D: 40-I rcent Jnder 40 30 20 -Dl- I 10 I I I I I 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW(N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ARROW AUTOMATIC FIRE SPRINKLER Page 3 GRAND MADISON - ROOF - STAIR 2 Date 5-7-18 Fitting Legend Abbrev. Name 1/2 ~ 1 11/. 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N CPVC9OEllHarvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 I NFPA 139O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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 ARROW AUTOMATIC FIRE SPRINKLER Page 4 GRAND MADISON - ROOF - STAIR 2 Date 5-7-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. D001 52.5 5.6 7.0 na 14.82 0.1 85 7.0 EQ01 53.0 7.1 na D002 52.5 5.6 7.0 na 14.82 0.1 85 7.0 EQ02 53.0 7.02 na A 52.5 K= K @ EQ01 7.1 na 14.82 B 52.5 K = K @ EQ02 7.53 na 15.34 1 53.0 9.62 na 2 43.167 15.89 na 2A 43.167 25.1 na 5 43.167 25.11 na TR4 43.167 25.3 na BR4 36.25 28.33 na BR1 3.0 42.77 na BR 1.5 43.42 na BF1 1.5 43.42 na BF2 1.5 56.17 na UG2 -3.0 58.12 na TEST 0.0 56.82 na 100.0 The maximum velocity is 10.16 and it occurs in the pipe between nodes B and 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 ARROW AUTOMATIC FIRE SPRINKLER Page 5 GRAND MADISON - ROOF - STAIR 2 Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf DOOI 52.500 5.60 14.82 1 N 7.0 1.000 150 7.000 to 0.0 7.000 -0.217 EQ01 53 14.82 1.101 0.0 8.000 0.0391 0.313 Vel= 4.99 0.0 EQ01 14.82 7.096 K Factor = 5.56 D002 52.500 5.60 14.82 1 0 5.0 1.000 150 7.000 to 0.0 5.000 -0.217 EQ02 53 14.82 1.101 0.0 6.000 0.0392 0.235 VeI= 4.99 0.0 EQ02 14.82 7.018 K Factor = 5.59 A 52.500 5.56 14.82 1 R 1.0 10.000 150 7.096 K= K@ EQ01 to 0.0 1.000 0.0 B 52.500 14.82 1.101 0.0 11.000 0.0391 0.430 Vel = 4.99 B 52.500 5.59 15.34 1 2E 7.65 8.250 150 7.526 K= K@ EQ02 to 0.0 7.650 -0.217 1 53 30.16 1.101 0.0 15.900 0.1455 2.313 Vel= 10.16 1 53 0.0 1 E 3.825 10.000 150 9.622 to 0.0 3.825 4.259 2 43.167 30.16 1.101 0.0 13.825 0.1455 2.011 VeI= 10.16 2 43.167 0.0 1 2E 7.65 36.500 150 15.892 to 21 19.125 26.776 0.0 2A 43.167 30.16 1.101 0.0 63.276 0.1455 9.205 Vel = 10.16 2A 43.167 0.0 3 0.0 13.083 120 25.097 to 0.0 0.0 0.0 5 43.167 30.16 3.26 0.0 13.083 0.0011 0.015 VeI= 1.16 5 43.167 0.0 3 4E 37.631 128.083 120 25.112 to F 4.032 41.663 0.0 TR4 43.167 30.16 3.26 0.0 169.746 0.0011 0.188 Vel = 1.16 TR4 43.167 0.0 3 B 13.44 8.500 120 25.300 to E 9.408 22.848 2.996 BR4 36.250 30.16 3.26 0.0 31.348 0.0011 0.035 Vel = 1.16 BR4 36.250 0.0 3 0.0 33.250 120 28.331 to 0.0 0.0 14.401 BR1 3 30.16 3.26 0.0 33.250 0.0011 0.037 Vel= 1.16 BR1 3 0.0 6 E 17.603 2.000 120 42.769 to 0.0 17.603 0.650 BR 1.500 30.16 6.357 0.0 19.603 0 0.0 Vel = 0.30 BR 1.500 0.0 6 2E 53.198 17.250 150 43.419 to 0.0 53.198 0.0 BF1 1.500 30.16 6.357 0.0 70.448 0 0.002 Vel = 0.30 BFI 1.500 0.0 6 Zim 0.0 5.000 120 43.421 to 0.0 0.0 12.746 Fixed Loss 12.746 BF2 1.500 30.16 6.357 0.0 5.000 0 0.0 Vel = 0.30 BF2 1.500 0.0 6 E 20.084 6.000 140 56.167 to 0.0 20.084 1.949 UG2 -3 30.16 6.16 0.0 26.084 0 0.001 Vel = 0.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 6 GRAND MADISON - ROOF - STAIR 2 Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG2 -3 0.0 6 G 4.625 62.000 150 58.117 to T 46.249 50.874 -1.299 TEST 0 30.16 6.09 0.0 112.874 0 0.004 VeI= 0.33 100.00 Qa = 100.00 TEST 130.16 56.822 KFactor= 17.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design ARROW AUTOMATIC FIRE SPRINKLER 9250 PATHWAY ST. SANTEE, CA 619-448-2518 C16 422176 Job Name : GRAND MADISON - 4TH FLOOR - UNIT 11 Drawing MAIN Location : 725 GRAND AVE, CARLSBAD, CA Remote Area : 2 Contract Data File : GM4-U11-R2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ARROW AUTOMATIC FIRE SPRINKLER Page 1 GRAND MADISON -4TH FLOOR - UNIT 11 Date 5-7-18 Hydraulic Design Information Sheet Name - GRAND MADISON - 4TH FLOOR UNIT 11 Date - 10-9-18 Location - 725 GRAND AVE, CARLSBAD, CA Building - MAIN System No. - 2 Contractor - ARROW AUTOMATIC FIRE SPRINKLER Contract No. - Calculated By - SF1 Drawing No. - Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 9 Occupancy - RESIDENCE S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 4 HEADS System Type Sprinkler/Nozzle Density - - - .05 (X) Wet Make TYCO D Area Per Sprinkler - 256 ( ) Dry Model LFII E Elevation at Highest Outlet - 43.167 ( ) Deluge Size 1/2 S Hose Allowance - Inside - ( ) Preaction K-Factor 4.9 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.160 G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 353.939 Press Required - 70.824 At Node TEST Summary C-Factor Used: 150 Overhead 150 Underground Water Flow Test: Date of Test - 5-4-18 Time of Test - Static Press - 82 Residual Press - 57 Flow - 3550 Elevation - 0 Pump Data: Tank or Reservoir: Cap. - Rated Cap.- Elev.- 8 Press - Elev. - Well Proof Flow W A T E R S U P P L Y Location - GRAND AVE & MADISON ST HYD #H62266 Source of Information - CITY OF CARLSBAD C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. SR Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non TA Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ARROW AUTOMATIC FIRE SPRINKLER Page 2 GRAND MADISON - 4TH FLOOR - UNIT 11 Date 5-7-18 City Water Suppy: Demand: Cl - Static ressure : 82 Dl - Elevation : 18.696 C2 - Residual Pressure: 57 D2 - System Flow :103.939 C2 - Residual Flow : 3550 D2 - System Pressure : 70.824 Hose ( Demand) : 250 D3 - System Demand : 353.939 Safety Margin : 10.825 150 140 130 p120 R11° E10° 90 j 80 U 70 R 60 E 50 - -1-OH. 3rcent inder 40 30 20 _____ 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ARROW AUTOMATIC FIRE SPRINKLER Page 3 GRAND MADISON - 4TH FLOOR - UNIT 11 Date 5-7-18 Fitting Legend Abbrev. Name 1/2 % 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0. CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow 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 / Flow Summary - STANDARD ARROW AUTOMATIC FIRE SPRINKLER Page 4 GRAND MADISON - 4TH FLOOR - UNIT 11 Date 5-7-18 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. 0001 42.167 4.9 27.3 na 25.6 0.1 256 7.039 E001 43.167 27.72 na D002 42.167 4.9 27.3 na 25.6 0.1 256 7.039 EQ02 43.167 27.51 na C 43.167 K = K © EQ01 27.72 na 25.6 D 43.167 K = K @ EQ02 29.01 na 26.29 E 43.167 K= K @ EQO1 27.89 na 25.68 F 43.167 K = K @ EQ02 29.19 na 26.37 3 43.167 32.15 na 4 43.167 32.35 na 5 43.167 36.07 na TR4 43.167 37.79 na BR4 36.25 41.12 na BR1 3.0 55.85 na BR 1.5 56.5 na BF1 1.5 56.52 na BF2 1.5 70.13 na UG2 -3.0 72.08 na TEST 0.0 70.82 na 250.0 The maximum velocity is 17.54 and it occurs in the pipe between nodes F and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 ARROW AUTOMATIC FIRE SPRINKLER Page 5 GRAND MADISON - 4TH FLOOR - UNIT 11 Date 5-7-18 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 Pf D001 42.167 4.90 25.60 1 N 7.0 1.000 150 27.295 to 0.0 7.000 -0.433 EQ01 43.167 25.6 1.101 0.0 8.000 0.1075 0.860 Vel= 8.63 0.0 EQOI 25.60 27.722 K Factor = 4.86 D002 42.167 4.90 25.60 1 0 5.0 1.000 150 27.295 to 0.0 5.000 -0.433 EQ02 43.167 25.6 1.101 0.0 6.000 0.1075 0.645 Vel = 8.63 0.0 EQ02 25.60 27.507 K Factor= 4.88 C 43.167 4.86 25.60 1 R 1.0 11.000 150 27.722 K=K@EQ01 to 0.0 1.000 0.0 D 43.167 25.6 1.101 0.0 12.000 0.1074 1.289 Vel = 8.63 D 43.167 4.88 26.29 1 0 5.0 2.917 150 29.011 K= K@ EQ02 to 0.0 5.000 0.0 3 43.167 51.89 1.101 0.0 7.917 0.3970 3.143 Vel= 17.49 0.0 3 51.89 32.154 K Factor = 9.15 E 43.167 4.86 25.68 1 R 1.0 11.000 150 27.890 K=K@EQ01 to 0.0 1.000 0.0 F 43.167 25.68 1.101 0.0 12.000 0.1081 1.297 Vel = 8.65 F 43.167 4.88 26.37 1 0 5.0 2.917 150 29.187 K = K @ EQ02 to 0.0 5.000 0.0 4 43.167 52.05 1.101 0.0 7.917 0.3991 3.160 Vel = 17.54 0.0 4 52.05 32.347 K Factor = 9.15 3 43.167 51.89 2 R 1.0 8.000 150 32.154 to 0.0 1.000 0.0 4 43.167 51.89 2.003 0.0 9.000 0.0214 0.193 Vel = 5.28 4 43.167 52.05 2 3R 3.0 34.833 150 32.347 to 0 10.0 13.000 0.0 5 43.167 103.94 2.003 0.0 47.833 0.0779 3.724 Vel = 10.58 5 43.167 0.0 3 4E 41.977 128.083 120 36.071 to F 4.498 46.475 0.0 TR4 43.167 103.94 3.334 0.0 174.558 0.0098 1.717 Vel = 3.82 TR4 43.167 0.0 3 B 14.992 8.500 120 37.788 to E 10.494 25.486 2.996 BR4 36.250 103.94 3.334 0.0 33.986 0.0098 0.334 Vel = 3.82 BR4 36.250 0.0 3 0.0 33.250 120 41.118 to 0.0 0.0 14.401 BR1 3 103.94 3.334 0.0 33.250 0.0098 0.327 Vel = 3.82 BR1 3 0.0 6 E 17.603 2.000 120 55.846 to 0.0 17.603 0.650 BR 1.500 103.94 6.357 0.0 19.603 0.0004 0.008 Vel = 1.05 BR 1.500 0.0 6 2E 53.198 17.250 150 56.504 to 0.0 53.198 0.0 BFI 1.500 103.94 6.357 0.0 70.448 0.0003 0.020 Vel = 1.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 6 GRAND MADISON - 4TH FLOOR - UNIT 11 Date 5-7-18 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total P1/Ft P1 BFI 1.500 0.0 6 Zim 0.0 5.000 120 56.524 to 0.0 0.0 13.600 * * Fixed Loss = 13.6 BF2 1.500 103.94 6.357 0.0 5.000 0.0004 0.002 Vel = 1.05 BF2 1.500 0.0 6 E 20.084 6.000 140 70.126 to 0.0 20.084 1.949 UG2 -3 103.94 6.16 0.0 26.084 0.0003 0.009 Vel = 1.12 UG2 -3 0.0 6 G 4.625 62.000 150 72.084 to T 46.249 50.874 -1.299 TEST 0 103.94 6.09 0.0 112.874 0.0003 0.039 VeI= 1.14 250.00 Qa = 250.00 TEST 353.94 70.824 K Factor = 42.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design ARROW AUTOMATIC FIRE SPRINKLER 9250 PATHWAY ST. SANTEE, CA 619-448-2518 C16 422176 Job Name : GRAND MADISON - STANDPIPE Drawing : MAIN Location : 725 GRAND AVE., CARLSBAD, CA Remote Area : 1 Contract Data File : GM-SP.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ARROW AUTOMATIC FIRE SPRINKLER Page 1 GRAND MADISON - STANDPIPE Date 5-7-18 HYDRAULIC DESIGN INFORMATION SHEET Name - GRAND MADISON - STANDPIPE Date - 10-9-18 Location - 725 GRAND AVE., CARLSBAD, CA Building - MAIN System No. - 1 Contractor - ARROW AUTOMATIC FIRE SPRINKLERS Contract No. - Calculated By - SF1 Drawing No. - Occupancy - CLASS 1 - STANDPIPE S (X)NFPA 14 Number of Standpipes Y ( )Other S ( )Specific Ruling T ( )l Made (X)2 ( )3 ( by )4 Date E Flow at Top Most Outlet - 500 Gpm System Type M Pres. at Top Most Outlet - 100 Psi (X) Wet ( ) Dry Flow For Ea. Additional Standpipe - 250 Gpm D Total Additional Flow - 750 Gpm E Elevation at Highest Outlet - 46 Feet S Hose Valve Connection ( )l 1/2" (X)2 1/2" I Class Service (X)I ( )II ( )III G Note: N Calculation Gpm Required 750 Psi Required 135.576 At Test Summary C-Factor Used: Overhead 120 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. T Time of Test - Rated Cap. Elev. E Static (Psi) - 175 @ Psi R Residual (Psi) - 174 Elev. Well Flow (Gpm) - 1000 Proof Flow Gpm S Elevation - 3 U P Location: P FDC L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ARROW AUTOMATIC FIRE SPRINKLER Page 2 GRAND MADISON - STANDPIPE Date 5-7-18 City Water Supply: Demand: Cl - Static Pressure : 175 Dl - Elevation : 19.273 C2 - Residual Pressure: 174 D2 - System Flow C2 - Residual Flow : 750 D2 - System Pressure :135.576 Hose ( Demand) : 750 D3 - System Demand : 750 Safety Margin : 38.424 180 •-G4- C2 10 I ercent lJnder 168 156 p144 -- ____ ______ _________ __________ R132 ____________ D3 E12° s 108 S 96 u 84 R72 E6° 48 36 24 Dl I I I I I I U 100 200 300 400 500 600 700 800 900 FLOW( N" 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary ARROW AUTOMATIC FIRE SPRINKLER Page 3 GRAND MADISON - STANDPIPE Date 5-7-18 Fitting Legend Abbrev. Name '/ % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I NFPA 139O Flow thwTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375A0A Fitting generates a Fixed Loss Based on Flow 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 / Flow Summary - STANDARD ARROW AUTOMATIC FIRE SPRINKLER Page 4 GRAND MADISON - STANDPIPE Date 5-7-18 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 46.0 100.0 na 250.0 H2 46.0 100.0 na 250.0 H4 46.0 111.15 na 250.0 SPi 46.0 100.62 na SP3 8.667 119.43 na SP4 46.0 111.78 na SP5 46.0 112.71 na SP6 8.667 129.76 na TRSP 8.667 130.9 na BRSP 4.0 133.24 na BR 1.5 134.81 na BFi 1.5 135.58 na BF2 1.5 147.98 na UG2 -3.0 149.93 na TEST 0.0 148.63 na The maximum velocity is 11 and it occurs in the pipe between nodes SPI and SP3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 ARROW AUTOMATIC FIRE SPRINKLER Page 5 GRAND MADISON - STANDPIPE Date 5-7-18 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HI 46 H250 250.00 4 EqI 43.205 0.500 120 100.000 to 0.0 43.205 0.0 SP1 46 250.0 4.310 0.0 43.705 0.0143 0.624 Vel = 5.50 0.0 SP1 250.00 100.624 K Factor= 24.92 H2 46 H250 250.00 4 EqI 43.205 0.500 120 100.000 to 0.0 43.205 0.0 SP1 46 250.0 4.310 0.0 43.705 0.0143 0.624 Vel = 5.50 0.0 SP1 250.00 100.624 K Factor= 24.92 H4 46 H250 250.00 4 EqI 43.205 0.500 120 111.153 to 0.0 43.205 0.0 SP4 46 250.0 4.310 0.0 43.705 0.0143 0.625 Vel = 5.50 0.0 SP4 250.00 111.778 KFactor= 23.65 SP1 46 500.00 4 E 13.937 37.333 120 100.624 to 0.0 13.937 16.169 SP3 8.667 500.0 4.310 0.0 51.270 0.0515 2.641 Vel = 11.00 SP3 8.667 0.0 4 3E 41.811 114.000 120 119.434 to 1 27.874 86.409 0.0 5P6 8.667 500.0 4.310 B 16.724 200.409 0.0515 10.322 Vel= 11.00 0.0 5P6 500.00 129.756 KFactor= 43.89 SP4 46 250.00 4 1 27.874 37.333 120 111.778 to 0.0 27.874 0.0 SP5 46 250.0 4.310 0.0 65.207 0.0143 0.931 Vel = 5.50 5P5 46 0.0 4 T 27.874 16.833 120 112.709 to B 16.724 44.598 16.169 SP6 8.667 250.0 4.310 0.0 61.431 0.0143 0.878 Vel = 5.50 SP6 8.667 500.00 6 2E 35.205 34.250 120 129.756 to 0.0 35.205 0.0 TRSP 8.667 750.0 6.357 0.0 69.455 0.0164 1.141 Vel = 7.58 TRSP 8.667 0.0 6 B 12.573 6.667 120 130.897 to 0.0 12.573 2.021 BRSP 4 750.0 6.357 0.0 19.240 0.0165 0.317 Vel = 7.58 BRSP 4 0.0 6 0.0 30.000 120 133.235 to 0.0 0.0 1.083 BR 1.500 750.0 6.357 0.0 30.000 0.0164 0.492 Vel = 7.58 BR 1.500 0.0 6 2E 53.198 17.250 150 134.810 to 0.0 53.198 0.0 BF1 1.500 750.0 6.357 0.0 70.448 0.0109 0.766 Vel = 7.58 BF1 1.500 -750.00 6 Zim 0.0 5.000 120 135.576 to 0.0 0.0 12.400 * * Fixed Loss = 12.4 BF2 1.500 0.0 6.357 0.0 5.000 0 0.0 Vel =0 BF2 1.500 0.0 6 E 20.084 6.000 140 147.976 to 0.0 20.084 1.949 UG2 -3 0.0 6.16 0.0 26.084 0 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ARROW AUTOMATIC FIRE SPRINKLER Page 6 GRAND MADISON - STANDPIPE Date 5-7-18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG2 -3 0.0 6 G 4.625 62.000 150 149.925 to T 46.249 50.874 -1.299 TEST 0 0.0 6.09 0.0 112.874 0 0.0 VeI=0 0.0 TEST 0.0 148.626 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087