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Home My WebLink About3066 VILLETA AVE; ; FPR2017-0259; PermitPERMIT REPORT 4LC* of Carlsbad Print Date: 01/26/2022 Job Address: 3066 VILLETA AVE. CARLSBAD, CA Permit Type: FIRE-Construction Residential Work Class: Parcel #: Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2017-0259 Status: Closed - Finaled Single Family Fire Sprinkli Applied: 06/22/2017 Issued: 08/22/2017 DEV2016-0060 Finaled Close Out: 01/26/2022 Inspector: Final Inspection: Project Title: CYPRESS AT THE PRESERVE Description: CYPRESS AT THE PRESERVE / MODEL / PLAN 3 /LOT 17- SPRINKLER FPContractor: NP MECHANICAL INC P0 BOX 309 CORONA, CA 92878-0309 (951) 667-4220 FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $360.00 Total Payments To Date: $360.00 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 ff MO i -I- - O 2- NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS ATTHE PRESERVE Building : PLAN 3 Location : CALC AREA 1 System 1 Contract Data File : PLAN3 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - CALC AREA 1 Building - PLAN 3 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S )Other T )Specific Ruling Made by Date B M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.097 Psi Required 41.634 At BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3750 Proof Flow Gpm S Elevation - 114 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 12.127 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.097 C2 - Residual Flow : 3750 D2 - System Pressure : 71.709 Hose ( Demand) : 5 D3 - System Demand : 31.097 Safety Margin : 12.887 150 140 130 P 120 R11° E10° S 90 C1 S 80 U 70 - C2 R 60 - _____ _______ _________ ___________ _____________ _______________ E5° 40 30 20 10 ---UI— U 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 NP Mechanical Page 3 CYPRESS ATTHE PRESERVE Date 5/25/17 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 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 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390' 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 Font 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 * ]'he 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 NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Hi 9.0 4.9 7.04 na 13.0 H2 9.0 4.9 7.14 na 13.1 H3 19.0 12.55 na H4 19.0 13.32 na H5 19.0 14.01 na Dl 10.0 7.36 na D2 10.0 7.48 na 1 10.0 8.28 na 2 20.0 9.78 na 3 20.0 11.09 na D3 20.0 12.12 na 4 20.0 12.12 na 5 20.0 13.51 na 6 20.0 15.8 na 9 20.0 18.97 na D5 20.0 13.57 na 7 20.0 13.57 na D4 20.0 12.89 na 8 20.0 12.89 na 10 20.0 24.79 na TA 10.0 32.21 na BR 2.0 41.63 na 5.0 X 2.0 42.71 na EL -3.0 46.07 na Ml -3.0 52.03 na M2 -3.0 56.24 na CM -3.0 64.77 na 100 -3.0 64.78 na 101 -3.0 64.78 na 102 -3.0 64.78 na 103 -3.0 64.78 na 104 -3.0 64.78 na FT -19.0 71.71 na 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 13.96 and it occurs in the pipe between nodes 1 and 2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 4 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Dl 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 13.10 0.874 N 7.0 1.000 7.144 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D2 13.1 0.0956 0.0 8.000 0.765 Vel = 7.01 0.0 13.10 7.476 K Factor = 4.79 H3 0.0 0.874 N 7.0 1.000 12.551 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 12.118 K Factor =0 H4 0.0 0.874 N 7.0 1.000 13.320 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 12.887 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 14.005 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 13.572 K Factor = 0 Dl 13.00 0.874 0 3.0 6.750 7.361 to 150.0 0.0 3.000 0.0 1 13.0 0.0945 0.0 9.750 0.921 Vel = 6.95 0.0 13.00 8.282 K Factor = 4.52 D2 13.10 0.874 0 3.0 5.417 7.476 to 150.0 0.0 3.000 0.0 1 13.1 0.0958 0.0 8.417 0.806 Vel = 7.01 1 13.00 0.874 N 7.0 10.000 8.282 to 150.0 0.0 7.000 -4.331 2 26.1 0.3426 0.0 17.000 5.825 Vel = 13.96 2 0.0 0.874 0 3.0 0.833 9.776 to 150.0 0.0 3.000 0.0 3 26.1 0.3428 0.0 3.833 1.314 Vel= 13.96 3 -14.41 0.874 0 3.0 9.250 11.090 to 150.0 R 1.0 4.000 0.0 4 11.69 0.0776 0.0 13.250 1.028 Vel= 6.25 0.0 11.69 12.118 K Factor = 3.36 D3 0.0 0.874 N 7.0 7.500 12.118 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 17.500 0.0 Vel = 0 4 11.69 0.874 R 1.0 10.000 12.118 to 150.0 N 7.0 8.000 0.0 5 11.69 0.0776 0.0 18.000 1.397 Vel = 6.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 0.874 4R 4.0 22.417 13.515 to 150.0 0 3.0 7.000 0.0 6 11.69 0.0776 0.0 29.417 2.283 Vel = 6.25 6 14.41 0.874 N 7.0 2.250 15.798 to 150.0 0.0 7.000 0.0 9 26.1 0.3426 0.0 9.250 3.169 Vel = 13.96 9 0.0 0.874 N 7.0 10.000 18.967 to 150.0 0.0 7.000 0.0 10 26.1 0.3427 0.0 17.000 5.826 Vel = 13.96 0.0 26.10 24.793 K Factor = 5.24 6 -14.40 0.874 2R 2.0 14.500 15.798 to 150.0 0 3.0 5.000 0.0 7 -14.4 -0.1142 0.0 19.500 -2.226 Vel= 7.70 0.0 -14.40 13.572 K Factor = -3.91 D5 0.0 0.874 2N 14.0 16.250 13.572 to 150.0 R 1.0 18.000 0.0 7 0.0 0.0 0 3.0 34.250 0.0 Vel = 0 7 -14.40 0.874 R 1.0 5.000 13.572 to 150.0 0.0 1.000 0.0 8 -14.4 -0.1142 0.0 6.000 -0.685 Vel = 7.70 0.0 -14.40 12.887 K Factor = -4.01 D4 0.0 0.874 0 3.0 2.250 12.887 to 150.0 0.0 3.000 0.0 8 0.0 0.0 0.0 5.250 0.0 Vel = 0 8 -14.40 0.874 3R 3.0 12.750 12.887 to 150.0 0.0 3.000 0.0 3 -14.4 -0.1141 0.0 15.750 -1.797 Vel = 7.70 0.0 -14.40 11.090 K Factor = -4.32 10 26.10 1.101 R 1.0 12.750 24.793 to 150.0 2N 14.0 15.000 4.331 TR 26.1 0.1113 0.0 27.750 3.089 Vel = 8.80 0.0 26.10 32.213 K Factor = 4.60 TR 26.10 1.101 2R 2.0 8.000 32.213 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.1 0.1113 Fsp 0.0 26.562 2.956 Vel= 8.80 N 7.0 BR 5.00 1.101 0 5.0 2.000 41.634 Qa=5 to 150.0 0.0 5.000 0.0 X 31.1 0.1540 0.0 7.000 1.078 Vel = 10.48 X 0.0 1.244 N 9.0 5.000 42.712 to 150.0 0.0 9.000 2.166 EL 31.1 0.0849 0.0 14.000 1.189 Vel= 8.21 EL 0.0 1.244 3E 5.164 65.000 46.067 to 150.0 0.0 5.164 0.0 Ml 31.1 0.0849 0.0 70.164 5.960 Vel= 8.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ml 0.0 1.025 0.0 1.000 52.027 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.1 0.2180 0.0 1.000 0.218 Vel = 12.09 M2 0.0 0.995 T 5.841 28.000 56.245 to 150.0 0.0 5.841 0.0 CM 31.1 0.2520 0.0 33.841 8.529 Vel= 12.83 CM -14.05 7.98 3F 40.774 324.000 64.774 to 150.0 T 52.855 93.629 0.0 100 17.05 0.0 0.0 417.629 0.002 Vel= 0.11 100 0.87 7.98 T 52.855 295.000 64.776 to 150.0 0.0 52.855 0.0 101 17.92 0.0 0.0 347.855 0.001 Vel= 0.11 0.0 17.92 64.777 K Factor = 2.23 100 -0.87 7.98 2T 105.71 381.000 64.776 to 150.0 0.0 105.710 -1.299 105 -0.87 0.0 0.0 486.710 -0.001 Vel = 0.01 0.0 -0.87 63.476 K Factor = -0.11 101 17.92 11.65 F 17.441 175.000 64.777 to 150.0 T 80.498 97.939 0.0 102 17.92 0.0 0.0 272.939 0.0 Vet = 0.05 102 -31.09 11.65 F 17.441 532.000 64.777 to 150.0 T 80.498 97.939 0.0 103 -13.17 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 64.777 to 150.0 0.0 52.855 0.0 104 -13.17 0.0 0.0 594.855 -0.001 Vel = 0.08 104 14.04 11.65 T 80.498 207.000 64.776 to 150.0 0.0 80.498 -1.299 105 0.87 0.0 0.0 287.498 -0.001 Vel = 0 0.0 0.87 63.476 K Factor = 0.11 104 -14.04 7.98 T 52.855 542.000 64.776 to 150.0 0.0 52.855 0.0 CM -14.04 0.0 0.0 594.855 -0.002 Vel = 0.09 0.0 -14.04 64.774 K Factor = -1.74 102 31.10 11.65 3T 241.494 1439.000 64.777 to 150.0 0.0 241.494 6.930 FT 31.1 0.0 0.0 1680.494 0.002 Vel= 0.09 0.0 31.10 71.709 K Factor = 3.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS ATTHE PRESERVE Building : PLAN 3 Location : CALC AREA 2 System 1 Contract Data File : PLAN3 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - CALC AREA 2 Building - PLAN 3 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 S )Other T )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 20.024 Psi Required 44.587 At BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3750 Proof Flow Gpm S Elevation - 114 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 20.024 02 - Residual Flow : 3750 D2 - System Pressure : 69.042 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 15.556 150 140 130 p120 R 11 E 100 90 --C-i- 80 - U 70 - - C2 R 601133 E5° 40 30 20 Dl 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical CYPRESS AT THE PRESERVE Page Date 3 5/25/17 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 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 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 139OFlowthruTee 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 NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Hi 9.0 27.1 na H2 9.0 27.1 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 23.63 na H5 19.0 23.95 na Di 10.0 26.67 na D2 10.0 26.67 na 10.0 26.67 na 2 20.0 22.34 na 3 20.0 22.34 na D3 20.0 17.95 na 4 20.0 21.62 na 5 20.0 22.74 na 6 20.0 24.58 na 9 20.0 26.52 na D5 20.0 23.52 na 7 20.0 23.52 na D4 20.0 23.19 na 8 20.0 23.19 na 10 20.0 30.09 na TR 10.0 36.31 na BR 2.0 44.59 na 5.0 X 2.0 45.31 na EL -3.0 48.27 na Ml -3.0 52.26 na M2 -3.0 56.4 na CM -3.0 62.11 na 100 -3.0 62.11 na 101 -3.0 62.11 na 102 -3.0 62.11 na 103 -3.0 62.11 na 104 -3.0 62.11 na FT -19.0 69.04 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftngs Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 27.103 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 26.670 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 27.103 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 26.670 K Factor = 0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 VeI= 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 N 7.0 1.000 23.626 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 23.193 K Factor =0 H5 0.0 0.874 N 7.0 1.000 23.952 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 23.519 K Factor =0 Dl 0.0 0.874 0 3.0 6.750 26.670 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vet = 0 0.0 0.0 26.670 K Factor = 0 D2 0.0 0.874 0 3.0 5.417 26.670 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 8.417 0.0 Vet = 0 0.0 0.874 N 7.0 10.000 26.670 to 150.0 0.0 7.000 -4.331 2 0.0 0.0 0.0 17.000 0.0 Vet = 0 2 0.0 0.874 0 3.0 0.833 22.339 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 3.833 0.0 Vet = 0 3 -9.64 0.874 0 3.0 9.250 22.339 to 150.0 R 1.0 4.000 0.0 4 -9.64 -0.0543 0.0 13.250 -0.719 Vet = 5.16 0.0 -9.64 21.620 K Factor = -2.07 D3 20.02 0.874 N 7.0 7.500 17.946 to 150.0 0 3.0 10.000 0.0 4 20.02 0.2099 0.0 17.500 3.674 Vet = 10.71 4 -9.63 0.874 R 1.0 10.000 21.620 to 150.0 N 7.0 8.000 0.0 5 10.39 0.0624 0.0 18.000 1.123 Vet = 5.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical CYPRESS AT THE PRESERVE Page 6 Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 5 0.0 0.874 4R 4.0 22.417 22.743 to 150.0 0 3.0 7.000 0.0 6 10.39 0.0623 0.0 29.417 1.834 Vet = 5.56 6 9.63 0.874 N 7.0 2.250 24.577 to 150.0 0.0 7.000 0.0 9 20.02 0.2099 0.0 9.250 1.942 Vet = 10.71 9 0.0 0.874 N 7.0 10.000 26.519 to 150.0 0.0 7.000 0.0 10 20.02 0.2099 0.0 17.000 3.569 Vet = 10.71 0.0 20.02 30.088 K Factor = 3.65 6 -9.64 0.874 2R 2.0 14.500 24.577 to 150.0 0 3.0 5.000 0.0 7 -9.64 -0.0543 0.0 19.500 -1.058 VeI= 5.16 0.0 -9.64 23.519 K Factor = -1.99 D5 0.0 0.874 2N 14.0 16.250 23.519 to 150.0 R 1.0 18.000 0.0 7 0.0 0.0 0 3.0 34.250 0.0 Vet = 0 7 -9.64 0.874 R 1.0 5.000 23.519 to 150.0 0.0 1.000 0.0 8 -9.64 -0.0543 0.0 6.000 -0.326 Vet = 5.16 0.0 -9.64 23.193 K Factor = -2.00 D4 0.0 0.874 0 3.0 2.250 23.193 to 150.0 0.0 3.000 0.0 8 0.0 0.0 0.0 5.250 0.0 Vet = 0 8 -9.64 0.874 3R 3.0 12.750 23.193 to 150.0 0.0 3.000 0.0 3 -9.64 -0.0542 0.0 15.750 -0.854 Vet = 5.16 0.0 -9.64 22.339 K Factor = -2.04 10 20.02 1.101 R 1.0 12.750 30.088 to 150.0 2N 14.0 15.000 4.331 TR 20.02 0.0682 0.0 27.750 1.892 Vet = 6.75 0.0 20.02 36.311 K Factor = 3.32 TR 20.02 1.101 2R 2.0 8.000 36.311 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vet = 6.75 N 7.0 BR 5.00 1.101 0 5.0 2.000 44.587 Qa=5 to 150.0 0.0 5.000 0.0 X 25.02 0.1030 0.0 7.000 0.721 Vel = 8.43 X 0.0 1.244 N 9.0 5.000 45.308 to 150.0 0.0 9.000 2.166 EL 25.02 0.0568 0.0 14.000 0.795 VeI= 6.60 EL 0.0 1.244 3E 5.164 65.000 48.269 to 150.0 0.0 5.164 0.0 Ml 25.02 0.0568 0.0 70.164 3.987 Vet = 6.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Ref. Qa Dia. "C'.or Fitting Pipe Ftngs Pt Pt Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ml 0.0 1.025 0.0 1.000 52.256 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 Vel = 9.73 M2 0.0 0.995 T 5.841 28.000 56.402 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 33.841 5.707 Vel = 10.32 CM -11.30 7.98 3F 40.774 324.000 62.109 to 150.0 1 52.855 93.629 0.0 100 13.72 0.0 0.0 417.629 0.001 Vel = 0.09 100 0.70 7.98 1 52.855 295.000 62.110 to 150.0 0.0 52.855 0.0 101 14.42 0.0 0.0 347.855 0.001 Vel = 0.09 0.0 14.42 62.111 K Factor = 1.83 100 -0.70 7.98 2T 105.71 381.000 62.110 to 150.0 0.0 105.710 -1.299 105 -0.7 0.0 0.0 486.710 -0.001 Vel = 0 0.0 -0.70 60.810 K Factor = -0.09 101 14.42 11.65 F 17.441 175.000 62.111 to 150.0 1 80.498 97.939 0.0 102 14.42 0.0 0.0 272.939 0.0 Vel = 0.04 102 -25.02 11.65 F 17.441 532.000 62.111 to 150.0 T 80.498 97.939 0.0 103 -10.6 0.0 0.0 629.939 0.0 Vel = 0.03 103 0.0 7.98 T 52.855 542.000 62.111 to 150.0 0.0 52.855 0.0 104 -10.6 0.0 0.0 594.855 -0.001 Vel = 0.07 104 11.30 11.65 T 80.498 207.000 62.110 to 150.0 0.0 80.498 -1.299 105 0.7 0.0 0.0 287.498 -0.001 Vel = 0 0.0 0.70 60.810 K Factor = 0.09 104 -11.30 7.98 1 52.855 542.000 62.110 to 150.0 0.0 52.855 0.0 CM -11.3 0.0 0.0 594.855 -0.001 Vel = 0.07 0.0 -11.30 62.109 KFactor= -1.43 102 25.02 11.65 3T 241.494 1439.000 62.111 to 150.0 0.0 241.494 6.930 FT 25.02 0.0 0.0 1680.494 0.001 Vel = 0.08 0.0 -- 25.02 69.042 K Factor = 3.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS AT THE PRESERVE Building : PLAN 3 Location : CALC AREA 3 System : 1 Contract Data File : PLAN3 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - CALC AREA 3 Building - PLAN 3 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S ( )Other T ( )Specific Ruling Made by Date B M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 27.931 Psi Required 42.083 At BR Summary C-Factor Used: Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. 8 Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3750 S Elevation - 114 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 27.931 C2 - Residual Flow : 3750 D2 - System Pressure : 74.058 Hose ( Demand) : 5 D3 - System Demand : 32.931 Safety Margin : 10.541 150 140 130 P 120 R11° E10° - 590 C1 s 80 I u 70 D3 C2 R 60 E5° 40 30 20 Dl 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 NP Mechanical Page 3 CYPRESS ATTHE PRESERVE Date 5/25/17 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 1 1/2 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 F NFPA 1345Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 1390 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 Foot 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 adjustrrierit. All values for fittings riot 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 NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 9.0 16.01 na H2 9.0 16.01 na H3 19.0 12.33 na H4 19.0 4.9 9.29 na 14.93 0.05 256 7.0 H5 19.0 4.9 7.04 na 13.0 0.05 256 7.039 Dl 10.0 15.57 na D2 10.0 15.57 na 1 10.0 15.57 na 2 20.0 11.24 na 3 20.0 11.24 na D3 20.0 11.9 na 4 20.0 11.9 na 5 20.0 12.78 na 6 20.0 14.23 na 9 20.0 17.83 na D5 20.0 7.36 na 7 20.0 10.59 na D4 20.0 9.83 na 8 20.0 10.47 na 10 20.0 24.43 na TR 10.0 32.27 na BR 2.0 42.08 na 5.0 X 2.0 43.28 na EL -3.0 46.77 na Ml -3.0 53.4 na M2 -3.0 57.64 na CM -3.0 67.12 na 100 -3.0 67.12 na 101 -3.0 67.13 na 102 -3.0 67.13 na 103 -3.0 67.13 na 104 -3.0 67.12 na FT -19.0 74.06 na The maximum velocity is 14.94 and it occurs in the pipe between nodes 6 and 9 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 16.008 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 15.575 K Factor =0 H2 0.0 0.874 N 7.0 1.000 16.008 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 15.575 K Factor =0 H3 0.0 0.874 N 7.0 1.000 12.330 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.897 K Factor =0 H4 14.93 0.874 N 7.0 1.000 9.285 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D4 14.93 0.1220 0.0 8.000 0.976 Vel = 7.98 0.0 14.93 9.828 K Factor = 4.76 H5 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D5 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 Di 0.0 0.874 0 3.0 6.750 15.575 to 150.0 0.0 3.000 0.0 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 15.575 K Factor =0 D2 0.0 0.874 0 3.0 5.417 15.575 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 8.417 0.0 Vel =0 0.0 0.874 N 7.0 10.000 15.575 to 150.0 0.0 7.000 -4.331 2 0.0 0.0 0.0 17.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 0.833 11 .244 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 3.833 0.0 Vel = 0 3 9.15 0.874 0 3.0 9.250 11.244 to 150.0 R 1.0 4.000 0.0 4 9.15 0.0493 0.0 13.250 0.653 Vel = 4.89 0.0 9.15 11 .897 K Factor = 2.65 D3 0.0 0.874 N 7.0 7.500 11.897 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 17.500 0.0 Vel = 0 4 9.15 0.874 R 1.0 10.000 11.897 to 150.0 N 7.0 8.000 0.0 5 9.15 0.0492 0.0 18.000 0.886 Vel = 4.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams P NP Mechanical Page 6 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 0.874 4R 4.0 22.417 12.783 to 150.0 0 3.0 7.000 0.0 6 9.15 0.0493 0.0 29.417 1.449 Vel= 4.89 6 18.78 0.874 N 7.0 2.250 14.232 to 150.0 0.0 7.000 0.0 9 27.93 0.3886 0.0 9.250 3.595 Vel = 14.94 9 0.0 0.874 N 7.0 10.000 17.827 to 150.0 0.0 7.000 0.0 10 27.93 0.3885 0.0 17.000 6.605 Vel = 14.94 0.0 27.93 24.432 K Factor = 5.65 6 -18.79 0.874 2R 2.0 14.500 14.232 to 150.0 0 3.0 5.000 0.0 7 -18.79 -0.1865 0.0 19.500 -3.637 Vel = 10.05 0.0 -18.79 10.595 K Factor = -5.77 D5 13.00 0.874 2N 14.0 16.250 7.361 to 150.0 R 1.0 18.000 0.0 7 13.0 0.0944 0 3.0 34.250 3.234 Vel = 6.95 7 -18.79 0.874 R 1.0 5.000 10.595 to 150.0 0.0 1.000 0.0 8 -5.79 -0.0212 0.0 6.000 -0.127 Vel = 3.10 0.0 -5.79 10.468 K Factor = -1.79 D4 14.93 0.874 0 3.0 2.250 9.828 to 150.0 0.0 3.000 0.0 8 14.93 0.1219 0.0 5.250 0.640 Vel = 7.98 8 -5.78 0.874 3R 3.0 12.750 10.468 to 150.0 0.0 3.000 0.0 3 9.15 0.0493 0.0 15.750 0.776 Vel = 4.89 0.0 9.15 11.244 KFactor= 2.73 10 27.93 1.101 R 1.0 12.750 24.432 to 150.0 2N 14.0 15.000 4.331 TR 27.93 0.1262 0.0 27.750 3.503 Vel = 9.41 0.0 27.93 32.266 K Factor = 4.92 TR 27.93 1.101 2R 2.0 8.000 32.266 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 27.93 0.1262 Fsp 0.0 26.562 3.352 Vel = 9.41 N 7.0 BR 5.00 1.101 0 5.0 2.000 42.083 Qa=5 to 150.0 0.0 5.000 0.0 X 32.93 0.1713 0.0 7.000 1.199 Vel= 11.10 X 0.0 1.244 N 9.0 5.000 43.282 to 150.0 0.0 9.000 2.166 EL 32.93 0.0944 0.0 14.000 1.321 Vel= 8.69 EL 0.0 1.244 3E 5.164 65.000 46.769 to 150.0 0.0 5.164 0.0 Ml 32.93 0.0945 0.0 70.164 6.627 Vel = 8.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Ml 0.0 1.025 0.0 1.000 53.396 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 32.93 0.2420 0.0 1.000 0.242 Vel= 12.80 M2 0.0 0.995 T 5.841 28.000 57.638 to 150.0 0.0 5.841 0.0 CM 32.93 0.2803 0.0 33.841 9.484 Vel = 13.59 CM -14.87 7.98 3F 40.774 324.000 67.122 to 150.0 T 52.855 93.629 0.0 100 18.06 0.0 0.0 417.629 0.002 Vet = 0.12 100 0.92 7.98 T 52.855 295.000 67.124 to 150.0 0.0 52.855 0.0 101 18.98 0.0 0.0 347.855 0.001 Vel = 0.12 0.0 18.98 67.125 K Factor= 2.32 100 -0.92 7.98 2T 105.71 381.000 67.124 to 150.0 0.0 105.710 -1.299 105 -0.92 0.0 0.0 486.710 -0.001 Vel = 0.01 0.0 -0.92 65.824 K Factor = -0.11 101 18.98 11.65 F 17.441 175.000 67.125 to 150.0 T 80.498 97.939 0.0 102 18.98 0.0 0.0 272.939 0.0 Vel = 0.06 102 -32.93 11.65 F 17.441 532.000 67.125 to 150.0 T 80.498 97.939 0.0 103 -13.95 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 T 52.855 542.000 67.125 to 150.0 0.0 52.855 0.0 104 -13.95 0.0 0.0 594.855 -0.001 Vel = 0.09 104 14.87 11.65 T 80.498 207.000 67.124 to 150.0 0.0 80.498 -1.299 105 0.92 0.0 0.0 287.498 -0.001 Vel = 0 0.0 0.92 65.824 K Factor = 0.11 104 -14.87 7.98 T 52.855 542.000 67.124 to 150.0 0.0 52.855 0.0 CM -14.87 0.0 0.0 594.855 -0.002 Vet = 0.10 0.0 -14.87 67.122 KFactor= -1.82 102 32.93 11.65 3T 241.494 1439.000 67.125 to 150.0 0.0 241.494 6.930 FT 32.93 0.0 0.0 1680.494 0.003 Vel = 0.10 0.0 32.93 74.058 K Factor = 3.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ff 010rj- 'JZG9 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS ATTHE PRESERVE Building : PLAN 3 Location ALT. CALC AREA 1 System : 1 Contract Data File : ALT. PLAN3 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - ALT. CALC AREA 1 Building - PLAN 3 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9T_0 fl OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )l (X)2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 26.097 Psi Required 44.485 At BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3750 Proof Flow Gpm S Elevation - 114 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supp!y: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 12.127 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.097 C2 - Residual Flow : 3750 D2 - System Pressure : 74.560 Hose ( Demand) : 5 D3 - System Demand : 31.097 Safety Margin : 10.036 150 140 130 p120 R° E10° 90 --Cl- - S 80 - 1D2 - - u 70 - - C2 R 60 E5° 40 30 20 10 --Dl— S 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 NP Mechanical Page 3 CYPRESS AT THE PRESERVE Date 5/25/17 Fitting Legend Abbrev.Name ½ 3/4 1 11/4 11/2 2 21/2 3 3½ 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 11 27 13 35 17 40 19 45 21 50 24 61 28 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 0 0 0 0 N* CPVC9O'EllHarvel-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 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 0 5 7 1 9 1 11 2 14 2 16 0 19 22 27 32 45 55 65 S NFPA 13 Swing Check T NFPA 1390' Flow thru Tee 0 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 C Factors 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 Row Summary - STANDARD NP Mechanical CYPRESS AT THE PRESERVE Page 4 Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 9.0 4.9 7.04 na 13.0 0.05 256 7.039 H2 9.0 4.9 7.14 na 13.1 0.05 256 7.0 H3 19.0 12.11 na H4 19.0 14.09 na H5 19.0 21.29 na Di 10.0 7.36 na D2 10.0 7.48 na 1 10.0 8.28 na 2 20.0 9.78 na 3 20.0 11.09 na D3 20.0 11.68 na 4 20.0 11.68 na 5 20.0 12.47 na 6 20.0 13.77 na D5 20.0 20.86 na 12 20.0 20.86 na 13 20.0 24.09 na 7 20.0 14.64 na D4 20.0 13.66 na 8 20.0 13.66 na 14 20.0 28.54 na 15 20.0 29.23 na TRA 10.0 35.06 na BR 2.0 44.49 na 5.0 X 2.0 45.56 na EL -3.0 48.92 na Mi -3.0 54.88 na M2 -3.0 59.1 na CM -3.0 67.63 na 100 -3.0 67.63 na 101 -3.0 67.63 na 102 -3.0 67.63 na 103 -3.0 67.63 na 104 -3.0 67.63 na FT -19.0 74.56 na The maximum velocity is 13.96 and it occurs in the pipe between nodes 1 and 2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Dl 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 13.10 0.874 N 7.0 1.000 7.144 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.1 0.0956 0.0 8.000 0.765 Vet = 7.01 0.0 13.10 7.476 K Factor = 4.79 H3 0.0 0.874 N 7.0 1.000 12.109 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 11.676 K Factor =0 H4 0.0 0.874 N 7.0 1.000 14.091 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 13.658 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 21.295 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 20.862 K Factor = 0 Dl 13.00 0.874 0 3.0 6.750 7.361 to 150.0 0.0 3.000 0.0 1 13.0 0.0945 0.0 9.750 0.921 Vel = 6.95 0.0 13.00 8.282 K Factor = 4.52 D2 13.10 0.874 0 3.0 5.417 7.476 to 150.0 0.0 3.000 0.0 1 13.1 0.0958 0.0 8.417 0.806 Vet = 7.01 1 13.00 0.874 N 7.0 10.000 8.282 to 150.0 0.0 7.000 -4.331 2 26.1 0.3426 0.0 17.000 5.825 Vet = 13.96 2 0.0 0.874 0 3.0 0.833 9.776 to 150.0 0.0 3.000 0.0 3 26.1 0.3428 0.0 3.833 1.314 Vet = 13.96 3 -17.47 0.874 0 3.0 9.250 11.090 to 150.0 R 1.0 4.000 0.0 4 8.63 0.0442 0.0 13.250 0.586 Vet = 4.62 0.0 8.63 11.676 K Factor = 2.53 D3 0.0 0.874 N 7.0 7.500 11.676 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 17.500 0.0 Vel = 0 4 8.63 0.874 R 1.0 10.000 11.676 to 150.0 N 7.0 8.000 0.0 5 8.63 0.0442 0.0 18.000 0.796 Vel = 4.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 0.874 4R 4.0 22.417 12.472 to 150.0 0 3.0 7.000 0.0 6 8.63 0.0443 0.0 29.417 1.302 Vel = 4.62 6 0.0 0.874 2R 2.0 14.500 13.774 to 150.0 0 3.0 5.000 0.0 7 8.63 0.0442 0.0 19.500 0.862 Vet = 4.62 0.0 8.63 14.636 K Factor = 2.26 D5 0.0 0.874 N 7.0 8.083 20.862 to 150.0 0 3.0 10.000 0.0 12 0.0 0.0 0.0 18.083 0.0 Vel = 0 12 26.10 0.874 N 7.0 2.417 20.862 to 150.0 0.0 7.000 0.0 13 26.1 0.3427 0.0 9.417 3.227 Vet = 13.96 13 0.0 0.874 0 3.0 10.000 24.089 to 150.0 0.0 3.000 0.0 14 26.1 0.3427 0.0 13.000 4.455 Vel = 13.96 0.0 26.10 28.544 K Factor= 4.89 12 -26.10 0.874 N 7.0 8.167 20.862 to 150.0 0 3.0 10.000 0.0 7 -26.1 -0.3427 0.0 18.167 -6.226 Vet = 13.96 7 8.63 0.874 R 1.0 5.000 14.636 to 150.0 0.0 1.000 0.0 8 -17.47 -0.1630 0.0 6.000 -0.978 Vet = 9.34 0.0 -17.47 13.658 K Factor = -4.73 D4 0.0 0.874 0 3.0 2.250 13.658 to 150.0 0.0 3.000 0.0 8 0.0 0.0 0.0 5.250 0.0 Vet = 0 8 -17.47 0.874 3R 3.0 12.750 13.658 to 150.0 0.0 3.000 0.0 3 -17.47 -0.1630 0.0 15.750 -2.568 Vet = 9.34 0.0 -17.47 11.090 K Factor = -5.25 14 26.10 1.101 0 5.0 1.167 28.544 to 150.0 0.0 5.000 0.0 15 26.1 0.1112 0.0 6.167 0.686 Vel = 8.80 15 0.0 1.101 N 7.0 6.500 29.230 to 150.0 0.0 7.000 4.331 TRA 26.1 0.1113 0.0 13.500 1.503 Vel= 8.80 0.0 26.10 35.064 K Factor = 4.41 IRA 26.10 1.101 2R 2.0 8.000 35.064 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.1 0.1113 Fsp 0.0 26.562 2.956 Vel = 8.80 N 7.0 BR 5.00 1.101 0 5.0 2.000 44.485 Qa=5 to 150.0 0.0 5.000 0.0 X 31.1 0.1540 0.0 7.000 1.078 Vel = 10.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Ref. Qa Dia. C Fitting or Pipe Ftngs Pt Pt Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn X 0.0 1.244 N 9.0 5.000 45.563 to 150.0 0.0 9.000 2.166 EL 31.1 0.0849 0.0 14.000 1.189 Vel = 8.21 EL 0.0 1.244 3E 5.164 65.000 48.918 to 150.0 0.0 5.164 0.0 Ml 31.1 0.0849 0.0 70.164 5.959 Vel = 8.21 Ml 0.0 1.025 0.0 1.000 54.877 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.1 0.2190 0.0 1.000 0.219 Vel = 12.09 M2 0.0 0.995 T 5.841 28.000 59.096 to 150.0 0.0 5.841 0.0 CM 31.1 0.2520 0.0 33.841 8.529 Vel = 12.83 CM -14.05 7.98 3F 40.774 324.000 67.625 to 150.0 T 52.855 93.629 0.0 100 17.05 0.0 0.0 417.629 0.002 Vel = 0.11 100 0.87 7.98 T 52.855 295.000 67.627 to 150.0 0.0 52.855 0.0 101 17.92 0.0 0.0 347.855 0.001 Vel= 0.11 0.0 17.92 67.628 K Factor = 2.18 100 -0.87 7.98 2T 105.71 381.000 67.627 to 150.0 0.0 105.710 -1.299 105 -0.87 0.0 0.0 486.710 -0.001 Vel = 0.01 0.0 -0.87 66.327 K Factor = -0.1 1 101 17.92 11.65 F 17.441 175.000 67.628 to 150.0 T 80.498 97.939 0.0 102 17.92 0.0 0.0 272.939 0.0 Vel = 0.05 102 -31.09 11.65 F 17.441 532.000 67.628 to 150.0 T 80.498 97.939 0.0 103 -13.17 0.0 0.0 629.939 0.0 Vel = 0.04 103 0.0 7.98 1 52.855 542.000 67.628 to 150.0 0.0 52.855 0.0 104 -13.17 0.0 0.0 594.855 -0.001 Vel = 0.08 104 14.04 11.65 T 80.498 207.000 67.627 to 150.0 0.0 80.498 -1.299 105 0.87 0.0 0.0 287.498 -0.001 Vel = 0 0.0 0.87 66.327 K Factor = 0.11 104 -14.04 7.98 T 52.855 542.000 67.627 to 150.0 0.0 52.855 0.0 CM -14.04 0.0 0.0 594.855 -0.002 Vel = 0.09 0.0 -14.04 67.625 K Factor= -1.71 102 31.10 11.65 3T 241.494 1439.000 67.628 to 150.0 0.0 241.494 6.930 FT 31.1 0.0 0.0 1680.494 0.002 Vel = 0.09 0.0 Computer Programs by Hyclratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftngs Fe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 31.10 74.560 K Factor = 3.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHAN ICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name : CYPRESS ATTHE PRESERVE Building : PLAN 3 Location : ALT. CALC AREA 2 System : 1 Contract Data File : ALT. PLAN3 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Date - 5/25/17 Location - ALT. CALC AREA 2 Building - PLAN 3 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - MG Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 9'0" OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)l ( )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added - Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.024 Psi Required 46.828 At BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3750 Proof Flow Gpm S Elevation - 114 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T B M D E S I G N Water Supply Curve C NP Mechanical Page 2 CYPRESS AT THE PRESERVE Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 594 D2 - System Flow : 20.024 C2 - Residual Flow : 3750 D2 - System Pressure : 71.283 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 13.314 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 R E 50 40 30 20 10 FLOW ( N" 1 .85) 400 800 1200 1600 2000 2400 2800 3200 3600 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - C2 - - _ t-. Fittings Used Summary NP Mechanical Page 3 CYPRESS AT THE PRESERVE Date 5/25/17 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 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 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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 Units Summary Diameter Units Inches Length Units Feet Flow Units IJS 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 SQhd 40 pipe and CFactors ot 120 except as noted with A 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 NP Mechanical Page 4 CYPRESS ATTHE PRESERVE Date 5/25/17 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Hi 9.0 27.42 na H2 9.0 27.42 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 24.32 na H5 19.0 28.61 na Dl 10.0 26.99 na D2 10.0 26.99 na 1 10.0 26.99 na 2 20.0 22.66 na 3 20.0 22.66 na D3 20.0 17.95 na 4 20.0 21.62 na 5 20.0 22.36 na 6 20.0 23.56 na D5 20.0 28.17 na 12 20.0 28.17 na 13 20.0 30.15 na 7 20.0 24.36 na D4 20.0 23.89 na 8 20.0 23.89 na 14 20.0 32.88 na 15 20.0 33.3 na TRA 10.0 38.55 na BR 2.0 46.83 na 5.0 X 2.0 47.55 na EL -3.0 50.51 na Ml -3.0 54.5 na M2 -3.0 58.64 na CM -3.0 64.35 na 100 -3.0 64.35 na 101 -3.0 64.35 na 102 -3.0 64.35 na 103 -3.0 64.35 na 104 -3.0 64.35 na FT -19.0 71.28 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C',or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 27.422 to 150.0 0.0 7.000 -0.433 Dl 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 26.988 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 27.422 to 150.0 0.0 7.000 -0.433 D2 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 26.988 K Factor =0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 N 7.0 1.000 24.324 to 150.0 0.0 7.000 -0.433 D4 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 23.890 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 28.607 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 28.174 K Factor =0 Dl 0.0 0.874 0 3.0 6.750 26.988 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vel = 0 0.0 0.0 26.988 K Factor =0 D2 0.0 0.874 0 3.0 5.417 26.988 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 8.417 0.0 Vel = 0 1 0.0 0.874 N 7.0 10.000 26.988 to 150.0 0.0 7.000 -4.331 2 0.0 0.0 0.0 17.000 0.0 Vel = 0 2 0.0 0.874 0 3.0 0.833 22.657 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 3.833 0.0 Vel = 0 3 -11.75 0.874 0 3.0 9.250 22.657 to 150.0 R 1.0 4.000 0.0 4 -11.75 -0.0783 0.0 13.250 -1.037 Vel = 6.28 0.0 -11.75 21.620 K Factor = -2.53 D3 20.02 0.874 N 7.0 7.500 17.946 to 150.0 0 3.0 10.000 0.0 4 20.02 0.2099 0.0 17.500 3.674 Vel = 10.71 4 -11.74 0.874 R 1.0 10.000 21.620 to 150.0 N 7.0 8.000 0.0 5 8.28 0.0409 0.0 18.000 0.737 Vel = 4.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 0.874 4R 4.0 22.417 22.357 to 150.0 0 3.0 7.000 0.0 6 8.28 0.0410 0.0 29.417 1.205 Vet = 4.43 6 0.0 0.874 2R 2.0 14.500 23.562 to 150.0 0 3.0 5.000 0.0 7 8.28 0.0409 0.0 19.500 0.798 Vet = 4.43 0.0 8.28 24.360 K Factor = 1.68 D5 0.0 0.874 N 7.0 8.083 28.174 to 150.0 0 3.0 10.000 0.0 12 0.0 0.0 0.0 18.083 0.0 Vet = 0 12 20.02 0.874 N 7.0 2.417 28.174 to 150.0 0.0 7.000 0.0 13 20.02 0.2099 0.0 9.417 1.977 Vet = 10.71 13 0.0 0.874 0 3.0 10.000 30.151 to 150.0 0.0 3.000 0.0 14 20.02 0.2099 0.0 13.000 2.729 Vet = 10.71 0.0 20.02 32.880 K Factor = 3.49 12 -20.02 0.874 N 7.0 8.167 28.174 to 150.0 0 3.0 10.000 0.0 7 -20.02 -0.2099 0.0 18.167 -3.814 Vet = 10.71 7 8.27 0.874 R 1.0 5.000 24.360 to 150.0 0.0 1.000 0.0 8 -11.75 -0.0783 0.0 6.000 -0.470 Vet = 6.28 0.0 -11.75 23.890 K Factor = -2.40 D4 0.0 0.874 0 3.0 2.250 23.890 to 150.0 0.0 3.000 0.0 8 0.0 0.0 0.0 5.250 0.0 Vet = 0 8 -11.75 0.874 3R 3.0 12.750 23.890 to 150.0 0.0 3.000 0.0 3 -11.75 -0.0783 0.0 15.750 -1.233 Vet= 6.28 0.0 -11.75 22.657 K Factor = -2.47 14 20.02 1.101 0 5.0 1.167 32.880 to 150.0 0.0 5.000 0.0 15 20.02 0.0683 0.0 6.167 0.421 Vet = 6.75 15 0.0 1.101 N 7.0 6.500 33.301 to 150.0 0.0 7.000 4.331 TRA 20.02 0.0681 0.0 13.500 0.920 Vet = 6.75 0.0 20.02 38.552 K Factor = 3.22 TRA 20.02 1.101 2R 2.0 8.000 38.552 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vet = 6.75 N 7.0 BR 5.00 1.101 0 5.0 2.000 46.828 aa=5 to 150.0 0.0 5.000 0.0 X 25.02 0.1030 0.0 7.000 0.721 Vet = 8.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn X 0.0 1.244 N 9.0 5.000 47.549 to 150.0 0.0 9.000 2.166 EL 25.02 0.0568 0.0 14.000 0.795 Vet = 6.60 EL 0.0 1.244 3E 5.164 65.000 50.510 to 150.0 0.0 5.164 0.0 Ml 25.02 0.0568 0.0 70.164 3.988 Vet = 6.60 Ml 0.0 1.025 0.0 1.000 54.498 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 25.02 0.1460 0.0 1.000 0.146 Vet = 9.73 M2 0.0 0.995 1 5.841 28.000 58.644 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 33.841 5.706 Vet = 10.32 CM -11.30 7.98 3F 40.774 324.000 64.350 to 150.0 1 52.855 93.629 0.0 100 13.72 0.0 0.0 417.629 0.001 Vet = 0.09 100 0.70 7.98 T 52.855 295.000 64.351 to 150.0 0.0 52.855 0.0 101 14.42 0.0 0.0 347.855 0.001 Vet = 0.09 0.0 14.42 64.352 K Factor = 1.80 100 -0.70 7.98 2T 105.71 381.000 64.351 to 150.0 0.0 105.710 -1.299 105 -0.7 0.0 0.0 486.710 0.0 Vet = 0 0.0 -0.70 63.052 K Factor = -0.09 101 14.42 11.65 F 17.441 175.000 64.352 to 150.0 T 80.498 97.939 0.0 102 14.42 0.0 0.0 272.939 0.0 Vet = 0.04 102 -25.02 11.65 F 17.441 532.000 64.352 to 150.0 T 80.498 97.939 0.0 103 -10.6 0.0 0.0 629.939 0.0 Vet = 0.03 103 0.0 7.98 T 52.855 542.000 64.352 to 150.0 0.0 52.855 0.0 104 -10.6 0.0 0.0 594.855 -0.001 Vet = 0.07 104 11.30 11.65 T 80.498 207.000 64.351 to 150.0 0.0 80.498 -1.299 105 0.7 0.0 0.0 287.498 0.0 Vet = 0 0.0 0.70 63.052 K Factor = 0.09 104 -11.30 7.98 T 52.855 542.000 64.351 to 150.0 0.0 52.855 0.0 CM -11.3 0.0 0.0 594.855 -0.001 Vet = 0.07 0.0 -11.30 64.350 K Factor = -1.41 102 25.02 11.65 31 241.494 1439.000 64.352 to 150.0 0.0 241.494 6.930 FT 25.02 0.0 0.0 1680.494 0.001 Vet = 0.08 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 25.02 71.283 K Factor = 2.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name CYPRESS ATTHE PRESERVE Building : PLAN 3 Location : ALT. CALC AREA 3 System : 1 Contract Data File : ALT. PLAN3 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page CYPRESS AT THE PRESERVE Date 5/25/17 HYDRAULIC DESIGN INFORMATION SHEET Name - CYPRESS AT THE PRESERVE Location - ALT. CALC AREA 3 Building - PLAN 3 Contractor - NP MECHANICAL Calculated By - MG Construction: (X) Combustible OCCUPANCY - LIGHT HAZARD Date - 5/25/17 System No. - 1 Contract No. - Drawing No. - 1 Non-Combustible Ceiling Height 9T_0fl S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 S )Other T )Specific Ruling Made by Date B M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.61 Psi Required 34.056 At BR Summary C-Factor Used: Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3750 S Elevation - 114 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical CYPRESS AT THE PRESERVE Page 2 Date 5/25/17 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 16.458 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.61 C2 - Residual Flow : 3750 D2 - System Pressure : 64.654 Hose ( Demand) : 5 D3 - System Demand : 31.61 Safety Margin : 19.942 -------------------- _________ ibO 140 130 p120 R° YO C1 --- E10° 80 U 70 -Liz C2 R 60 D3 - E5° 40 30 20 Dl -- 10 -...s___. 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 NP Mechanical Page 3 CYPRESS ATTHE PRESERVE Date 5/25/17 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 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 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 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 NP Mechanical Page 4 CYPRESS AT THE PRESERVE Date 5/25/17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 9.0 12.68 na H2 9.0 12.68 na H3 19.0 8.41 na H4 19.0 4.9 7.04 na 13.0 0.05 256 7.039 H5 19.0 4.9 7.71 na 13.61 0.05 256 7.0 Di 10.0 12.25 na D2 10.0 12.25 na 10.0 12.25 na 2 20.0 7.92 na 3 20.0 7.92 na D3 20.0 7.97 na 4 20.0 7.97 na 5 20.0 8.05 na 6 20.0 8.17 na D5 20.0 8.1 na 12 20.0 9.96 na 13 20.0 13.31 na 7 20.0 8.25 na D4 20.0 7.36 na 8 20.0 7.86 na 14 20.0 17.93 na 15 20.0 18.64 na TRA 10.0 24.53 na BR 2.0 34.06 na 5.0 X 2.0 35.17 na EL -3.0 38.56 na Ml -3.0 44.7 na M2 -3.0 48.93 na CM -3.0 57.72 na 100 -3.0 57.72 na 101 -3.0 57.72 na 102 -3.0 57.72 na 103 -3.0 57.72 na 104 -3.0 57.72 na FT -19.0 64.65 na The maximum velocity is 14.23 and it occurs in the pipe between nodes 12 and 13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 5 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 12.685 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 12.252 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 12.685 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 12.252 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 8.408 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 7.975 K Factor = 0 H4 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.361 K Factor = 4.79 H5 13.61 0.874 N 7.0 1.000 7.715 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D5 13.61 0.1028 0.0 8.000 0.822 Vet= 7.28 0.0 13.61 8.104 K Factor = 4.78 Dl 0.0 0.874 0 3.0 6.750 12.252 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.750 0.0 Vet = 0 0.0 0.0 12.252 K Factor = 0 D2 0.0 0.874 0 3.0 5.417 12.252 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 8.417 0.0 Vet = 0 1 0.0 0.874 N 7.0 10.000 12.252 to 150.0 0.0 7.000 -4.331 2 0.0 0.0 0.0 17.000 0.0 Vet = 0 2 0.0 0.874 0 3.0 0.833 7.921 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 3.833 0.0 Vet = 0 3 2.38 0.874 0 3.0 9.250 7.921 to 150.0 R 1.0 4.000 0.0 4 2.38 0.0041 0.0 13.250 0.054 Vet= 1.27 0.0 2.38 7.975 K Factor = 0.84 D3 0.0 0.874 N 7.0 7.500 7.975 to 150.0 0 3.0 10.000 0.0 4 0.0 0.0 0.0 17.500 0.0 Vet = 0 4 2.38 0.874 R 1.0 10.000 7.975 to 150.0 N 7.0 8.000 0.0 5 2.38 0.0041 0.0 18.000 0.073 Vet = 1.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 6 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 0.874 411 4.0 22.417 8.048 to 150.0 0 3.0 7.000 0.0 6 2.38 0.0041 0.0 29.417 0.120 Vel = 1.27 6 0.0 0.874 2R 2.0 14.500 8.168 to 150.0 0 3.0 5.000 0.0 7 2.38 0.0041 0.0 19.500 0.079 Vel = 1.27 0.0 2.38 8.247 K Factor = 0.83 D5 13.61 0.874 N 7.0 8.083 8.104 to 150.0 0 3.0 10.000 0.0 12 13.61 0.1027 0.0 18.083 1.858 Vel= 7.28 12 13.00 0.874 N 7.0 2.417 9.962 to 150.0 0.0 7.000 0.0 13 26.61 0.3553 0.0 9.417 3.346 Vel = 14.23 13 0.0 0.874 0 3.0 10.000 13.308 to 150.0 0.0 3.000 0.0 14 26.61 0.3552 0.0 13.000 4.618 Vel = 14.23 0.0 26.61 17.926 K Factor = 6.28 12 -13.00 0.874 N 7.0 8.167 9.962 to 150.0 0 3.0 10.000 0.0 7 -13.0 -0.0944 0.0 18.167 -1.715 Vel = 6.95 7 2.37 0.874 R 1.0 5.000 8.247 to 150.0 0.0 1.000 0.0 8 -10.63 -0.0650 0.0 6.000 -0.390 Vel = 5.68 0.0 -10.63 7.857 K Factor = -3.79 D4 13.00 0.874 0 3.0 2.250 7.361 to 150.0 0.0 3.000 0.0 8 13.0 0.0945 0.0 5.250 0.496 Vel = 6.95 8 -10.62 0.874 3R 3.0 12.750 7.857 to 150.0 0.0 3.000 0.0 3 2.38 0.0041 0.0 15.750 0.064 Vel = 1.27 0.0 2.38 7.921 K Factor = 0.85 14 26.61 1.101 0 5.0 1.167 17.926 to 150.0 0.0 5.000 0.0 15 26.61 0.1155 0.0 6.167 0.712 Vel = 8.97 15 0.0 1.101 N 7.0 6.500 18.638 to 150.0 0.0 7.000 4.331 TRA 26.61 0.1153 0.0 13.500 1.557 Vel = 897 0.0 26.61 24.526 K Factor = 5.37 TRA 26.61 1.101 2R 2.0 8.000 24.526 to 150.0 S 9.563 18.562 6.465 * * Fixed Loss = 3 BR 26.61 0.1154 Fsp 0.0 26.562 3.065 Vel= 8.97 N 7.0 BR 5.00 1.101 0 5.0 2.000 34.056 Qa=5 to 150.0 0.0 5.000 0.0 X 31.61 0.1587 0.0 7.000 1.111 Vel= 10.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 7 CYPRESS ATTHE PRESERVE Date 5/25/17 Hyd. Ref. Qa Dia. "C',or Fitting Pipe Ftngs Pt Pt Pe Pv Notes Point Qt Pf!Ft Eqv. Ln. Total Pf Pn X 0.0 1.244 N 9.0 5.000 35.167 to 150.0 0.0 9.000 2.166 EL 31.61 0.0876 0.0 14.000 1.226 Vel = 8.34 EL 0.0 1.244 3E 5.164 65.000 38.559 to 150.0 0.0 5.164 0.0 Ml 31.61 0.0876 0.0 70.164 6.143 Vel= 8.34 Ml 0.0 1.025 0.0 1.000 44.702 to 150.0 0.0 0.0 4.000 * * Fixed Loss = 4 M2 31.61 0.2240 0.0 1.000 0.224 Vel = 12.29 M2 0.0 0.995 1 5.841 28.000 48.926 to 150.0 0.0 5.841 0.0 CM 31.61 0.2598 0.0 33.841 8.793 Vel= 13.04 CM -14.28 7.98 3F 40.774 324.000 57.719 to 150.0 T 52.855 93.629 0.0 100 17.33 0.0 0.0 417.629 0.001 Vel= 0.11 100 0.89 7.98 1 52.855 295.000 57.720 to 150.0 0.0 52.855 0.0 101 18.22 0.0 0.0 347.855 0.001 Vel = 0.12 0.0 18.22 57.721 K Factor = 2.40 100 -0.88 7.98 2T 105.71 381.000 57.720 to 150.0 0.0 105.710 -1.299 105 -0.88 0.0 0.0 486.710 0.0 Vel = 0.01 0.0 -0.88 56.421 K Factor= -0.12 101 18.22 11.65 F 17.441 175.000 57.721 to 150.0 T 80.498 97.939 0.0 102 18.22 0.0 0.0 272.939 0.001 Vel = 0.05 102 -31.61 11.65 F 17.441 532.000 57.722 to 150.0 T 80.498 97.939 0.0 103 -13.39 0.0 0.0 629.939 -0.001 Vel = 0.04 103 0.0 7.98 1 52.855 542.000 57.721 to 150.0 0.0 52.855 0.0 104 -13.39 0.0 0.0 594.855 -0.001 Vel = 0.09 104 14.27 11.65 T 80.498 207.000 57.720 to 150.0 0.0 80.498 -1.299 105 0.88 0.0 0.0 287.498 0.0 Vel = 0 0.0 0.88 56.421 K Factor= 0.12 104 -14.28 7.98 T 52.855 542.000 57.720 to 150.0 0.0 52.855 0.0 CM -14.28 0.0 0.0 594.855 -0.001 Vel = 0.09 0.0 -14.28 57.719 K Factor = -1.88 102 31.61 11.65 3T 241.494 1439.000 57.722 to 150.0 0.0 241.494 6.930 FT 31.61 0.0 0.0 1680.494 0.002 Vel = 0.10 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical Page 8 CYPRESS AT THE PRESERVE Date 5/25/17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31.61 64.654 K Factor = 3.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Reliable Bulletin 006 Rev. Model RFC30 (SIN RA0611) Model RFC43 (SIN RA0612) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and 1/2" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily -'lain uover viaie Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. Model Size Orifice Temp Rating Temp. Rating Temp. Factor Pressure (SIN) Inch (mm) Inch (mm) psi (bar) _____ °F °C °F °C °F °C RFC 30 1/2" (15) 21/64(82) 165 74 135 57 100 38 3.0 (43.2) 175 (12) (RAO611) RFC 43 ½"(15) %(1O) 165 74 135 57 100 38 4.3(62) 175 (12) (RA061 2) RFC 49 1/2" (15) /16 (11) 165 74 135 57 100 38 4.9 (70.6) 175 (12) (RA0616) Note: 1 bar = 100 Kpa RFC 30 Max. Coverage Max. Spacing Ordinary Temp. Rating (165°F174°C) T op of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0 (0,62) Smooth Ceilings 1/2 to 1(13 to 25.4) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams 1/2 to 1(13 to 25.4) For Ceiling types refer to NFPA 13, 13R or 13D 2. RFC 43 Ordinary Temp. Rating Max. Coverage Max. Spacing (1165-17174-C)Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings 1/2 to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5 (1,21) 20x20(6,1 x6,1) 20(6,1) 21(79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 130 RFC49 Max. Coverage Max. Spacing Ordinary Temp. Rating (165°F174°C) Top of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (11mm) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13 (49) 7.0 (0,48) Smooth Ceilings 1/2 to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams 1/2 to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 17 (64,3) 12.0 (0,83) 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,73) 16,7(1,14) For Ceiling types refer to NFPA 13, 13R or 130 Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper opera- tion or non-operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a 5/", 3/8" and 7 A6" orifice. Temperature rating shall be Ordinary 165°F (740C); cover plate temperature rating to be 135°F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 3. Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes0 Standard Finishes Chrome White Paint Special Application Finishes(2) Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome Other finishes and colors are available on special order. Consult factory for details. coverplate custom paint is semi-gloss, unless specified otherwise. (2) For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. x 1/2 REDUCING TEE OR ELBOW —E—w 11L I Ii - 2 [66.55mm] [58.42mm] 014 dOLE IN CEILING CUP _T - 2 [50.8mm] WX ' (12.70mm] M4X I FACE OF FTI7ING TO FACE OF CEILING COVERArAIUSTMENr \ \ \\ \ \ DIMENSION 1/2(12.7OmmT UNGi,/ MIN. TO 1 [25.4mm] MAX DROPPED DEFLECTOR ID CEILING CEIUNG [4.96mm] FLAT COVER PLA7E_1 Jj' [84.2 mm] DIA ASSEMBLY COVER PLATE: 1/2" [12.7mm] ADJUSTMENT xo,c The equipment presented in this bulletin is to be installed in accordance with the lates: published Saniads of the National Fire Protection Association, Factory Mutual Research corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the united States, Canada and foreign ccuntries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled Paper (800) 431-1588 Sales Offices 0 Relmlabili (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Off Les www.reliablesprinkler.com Internet Adir&ss EG. Printed in U.S.A. 11/14 P/N 9999970261 Bulletin 135 Rev.G R Ila bl Model Fl Residential Sprinklers for Design Density of .05 gpm/ft Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpmlft2 Fl Res 30,49,58 & 76 Fl Res 30,49,58&76 Recessed Pendent I El Recessed Pendent/ P El Res 30, 49, 58 & 76 El Res 44&58 CCP Pendent Recessed HSW/F2 El Res 44 SWC Fl Res 40 Recessed HSW/E2 The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: 1/2" NPT (R1/2) K-Factor: 3.0 (Actual) - El Res 30 Pendent Sprinkler 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual)- Fl Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - El Res 76 Pendent Sprinkler 4.4 (Actual) - El Res 44 HSW Sprinkler 4.0 (Actual) - El Res Lb HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model El Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. 103 Fairview Park Drive, Elmsford, New York 10523 Types: Fl Res 30 Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/Fl Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/F1 Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/F1 Fl Res 76 Recessed Pendent/FP Fl Res 30 COP Pendent Fl Res 49 COP Pendent Fl Res 58 COP Pendent Fl Res 76 COP Pendent F1 Res 44HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSW Recessed HSW/F2 Fl Res 44SWO Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model El Res Pendent sprinklers (Figs. 1, 2, 3, & 4) ar fast response sprinklers combining excellent durability high sensitivity glass-bulb and low profile decorative design. The El Res Horizontal Sidewall sprinklers (Figs 5, 6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit thE efficient use of residential water supplies for sprinkle i coverage in residential fire protection design. The Reliable Automatic Sprinkler Co., Inc., \ -d--- - -. IJ5FGOJ Installation Models Fl Res sprinklers are to be insta led as shown. Model El F2 and FR Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & Model Fl Res 30, 49, 58 & 76 Pendent SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model El Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install El Res 44 and 40 HSW with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. Model Fl Res 30 Recessed Pendent /172 Model Fl Res 49, 58 & 76 Recessed Pendent I Fl :1 escutcheon, 3/4'1 (19mm) adjustment 2 l/4HOLE DK (57.2nJ I '5116* OK (4&2mn) - -I- - 11 112RfDUcR I1JThV COLLAR UNflL liWT AGUNST SPRINKLER NWATH am r j 1 FACE OF nnyV JO au, O3SV 135F002 - 2 Fig. 1 Fig. 2 EtItthAon* Fl or F2. Data: Type Adjustment "A" Face of fitting to CIIIfl9 Inch (mm) Inch (mm) Inch (mm) Fl 3/4(19.0) Min.=3,/4" (19.1) Max. =l/" (38.1) 3/15/(47240) F2 / (12.7) Min.= 15/4" (23.8) Max.=1)4" (38.1) 3/ %(4.7 -17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent 2. Technical Data: Fl Res 30 Pendent and Recessed Pendent Nominal Sprinkler Max. I Max. ACtUal Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch °F j °c I 0 (mm) (bar) (mm) Y"NPT 2y(82) 155 175 68 175(1200_ 79 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Identification ft (m) Number (SIN) 12 x 12 (3.6x3.6) 8(30.3) 7.0(0.48) R3511 14 x 14 (4.3x4.3) 10(37.8) 11(0.76) Technical Data: Fl Res 49 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Thread Orifice Temp. Pressure Ambient Actual K Length Length Size Inch Rating psi P. Factor Inch °F I °c OF 0 (mm) (bar) (mm) y"NPT X6 (hl) 155 175179 68 175(12) 100 150166 38 49 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 2 x 12 (3.6x3.6) 13(49) R3516 14 x 14 (4.3x4,3) 13(49) 16 x 16 (4.9x4.9) 13(49) MOO. 18 x 18 (5.5x5.5) 17(64.3) 20 x 20 (6.1x6.1) 20(75.7) 16.7(1.14) - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15 (57) 9.4 (0.65) R3516 20.2(1.4) 14x 14(4.3x4.3) 16(60.5) 10.6 (0.73) 16x 16(4.9x4.9) 17(64.3) 12.0 (0.83) 18 x 18 (5.5x5.5) 19(72) 15.0(1.0) 20 x 20 (6.1x6.1) 22(83.2) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch OF °c °F I (mm) (bar) (mm) NPT (R1/2) %(13) 155 175 I 79 68 ]175 (12)100 150 38 I 66 5.8 2.25 (57) Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing gpm (Lpm) psi (bar) Deflector Identification ft (m) Inch (mm) Number (SIN) 12 x 12 (3.6x3.6) 16(61) 7.6(0.53) 1-4 (25-100) 14.4(1.0) R3513 14 x 14 (4.3x4.3) 16 (61) 7.6 (0.53) 16x16(4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5,5x5.5) 19(72) 10.8 (0.75) 20 x 20 (6.1x6.1) 22(83.3) 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent I Nominal Spi,kler Max. Max. Splikier Thread I Orifice Temp. Pmssue Antient K Length Size I Inch Ruing psi I Tenp. Fador Inch °F c °F I (mm) (bar) (mm) Y,11 NPT (R3/4) 1%2 I (13.5) 155 175 68 79 175 (12) 100 150 38 I 66 7.6 225 (57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Identification Number (SIN) 12 x 12 (3.6x3.6) 21 7.6(0.53) R7618 9.2(0.63) 14 x 14 (4.3x4.3) 21 7.6(0.53) 16 x 16 (4.9x4.9) 21 7.6 (0.53) 18 x 18 (5.5x5.5) 21 7.6(0.53) 20 x 20 (6. 1 x6. 1) 23 Model Fl Res 30, 49, 58 & 76 CGP Pen Model Fl Res 30, 49, 58 & 76 Recessed Pendent I FP FP push-on,thread-off escutcheon ______ 2 5/8 [66.7mm] D/A.I 2 5/16 0/A. [58.7mm] _• _ HOLE IN CEILING CUP 1"x112" REDUCER CUP CEILING 1 7/4" [31.5mm] _j--j MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION COVER ADJUSTMENT 3 5/16" 0/A. 135F004D [84.7mm] Fl RES 30, 49, 58 & 76 CCP PEND. 2 5/8014. (5E7,o,J_ HOLE .10 CEILING 2 /?6 01,1. Wp ?5 1/2- REDUCER CEILING I t/2[J&IM] MAX. FACE OF FInING ID FACE OF CEILING GMENSION 1/2 (IJmmJ MAX FP ADJUSIMENT Fig. 3 Fig. 4 NOTE: The Fl Res 76 will use a l x 3/41 reducer. CCP Options Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) )/2 (12.7) 15/(24) /6(79) 3/4 (19) FP Data "A": FP Position Inch (mm) Max. Recessed X6 (11) Min. Recessed 15/(24) Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler Sprinkler ASSCfl CCP kler Thread Orifice Temp, Teni Pressue iii K Length Size Inch Rating Ralm psi Q* TmP ___ Factor i. OF 00 OF I op ¶100 NPT 2)/"(82) 155168 1351 57 175 (12) 1001 38 3.0 2.25 (57) (R½) I I Max. Sprinkler Flow Pressure Sprinkler Spacing gpm(Lpm) psi (bar) Identification ft(m) Number (SIN)__ I ____ 12x 12(3.6x3.6) I 8(30.3) I 7.0 (0.48) R3511 14 x 14 (4.3x4.3) 11(41.6) 13.4(0.92) Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler CCP Max Sprinkler Thread Orifice Teni Teni. Pressure Ambient K Length Size Inch Rating Rating Temp. Factor inch (mm) °F (rim) OF ½" NPT Y16" (11) 155168 _°0 1351 57 175(12) iool 38 4.9 25 (R1/2) I I I Max. Sprinkler Spacing ft (m) flow gpm (Lpm) Pressure psi (bar) Sprinkler Identificahon Number (SIN) ____ 12x_12(3.6x3.6) 13(49) 7.0(0.48) R3516 14_x_14 (4.3x4.3) 13(49) 7.0(0.48) 16 x_16(4.9x4.9) 14(53) 1 8.2(0.56) 18x_18_(5.5x5.5) 18(68.1)1 13.5(0.93) Nominal Sprinkler CCP Max Max Sprinider Thread Orifice Temp. TempL Pressure Ambient K Length Size Inch Rating _ psi Ten1 Factor inch (mm) (bar) (rim) °FI op '(13) °F 15568 _0p °F 13557 _op 175 (12) 10038 5.8 2.25 (57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification N) Number (SI ___ 12x_12(3.6x3.6) 16(61) 7.6(0.53) R3513 14.4(1,0) 14_x_14(4.3x4.3) jr, (61) 7.6(0.53) 16 x 16 (4.9x4.9) 1 16(61) 7.6 (0.53) 18x_18(5,5x5.5) 1 19(72) 10.8(0.75) 20 x 20 (6. 1 x6. 1) 1 22(83.3) 20 x 20(6.1x6.1) 20 (75.7) 16.7(1.14) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler CCP Max Max Thread Size Orifice Inch Temp. Rating Ati Pressure psi Ambient Ten. K Fax Sprinkler Length inch (MM) (mm) (bar) 01 °FI 0 ¶0( 34" NPT (R3/4) ly (13.5) !E 15568 1751_79 13557 175(12) ________L_ 100138 76 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar ) Sprinkler Identification Number (SIN) ____ 12x_12(3.6x3.6) 21 7.6(0.53) R7618 14_x_14_(4.3x4.3) 21 7.6(0.53) 16x16(4.9x4.9) 21 7.6(0.53) 18_x_18(5.5x5.5) 22 8.4(0.58) 20x20(6.1x6.1) 25 10.8(0.74) 5. Escutcheon, F2, Data: Type Adjustment Face of Fitting towall I Inch (mm) Inch (mm) I F2 (13) 3/6 1/6 (4.717.4) Model Fl Res 44 & 58 HSW Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, " (13mm adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Nominal Sçnilder Max Max Sprilider llieaci Orifice Temp, PVeSSLIe Antient K Length Size Inch Fiig psi Ten. Factor Inch OF I °c OF (mm) (bar) (mm) 112"NPT 3/8(10) 155 1751 68 79 _ 175(12)1501 100 38 66 4.4 2.45(62) Max. Sprinkler Spacing ft (m) ceiling -o. Deflector Inch (mm) Sprinkler Temp. Rating OF (°C) Flow gpm (Lpm) Pssu psi (bar) Spn ikler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) __________ 155 (68) 175 (79) 12(45.4) 7.5(0.52) R3531 14 x 14 (4.3x4.3) 155 (68) 175 (79) 14(53.0) 10.2 (0.71) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 16(60.6) 13.3(0.92) 16 x 18 (4.9x5.5) 155 (68) 175(79) 18(68.1) 16.8 (1.16) 18 x 18 (5.5x5.5) 155 (68) 175 (79) 19(72.0) 18.7(1.29) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 14(53.0) 10.2(0.71) 27.4(l.89) 14 x 14 (4.3x4.3) 155 (68) 175(79) 16(60.6) 13.3 (0.92) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 17(64.4) 15.0(1.04) 16x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 20.7(1.43) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.1) Escutcheon. F2, Data: T ype Adjustment I I Face of Fitting to wall I Inch (mm) Inch (mm) F2 (13) 3/1y(47174) Technical Data: Fl Res 58 HSW & HSW/F2 Nominal Sprinkler Max. Max. Spniiclei llvEad Orifice TetT1 Pressue Ambient K Length %e Inch Fti,g psiTen FdO. Inch OF I °c OF cc (mm) (bar) (mm) 1/2"NPT j'2° (13) 155 1751 68 79 175(12) 2.45 (62R1/2 ) 100 150 38 66 5.8 Max. Sprinkler Spacing ft (m) ceiling -- Deflector Inch (mm) Sprinkler Temp. Rating OF (°c) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.64.6) 4-6 (101-152) 155 (68) 175 (79) 16(60.6) R3533 14 x 14 (4.3x4.3) 155 (68) 175 (79) 18(68.2) 9.7 (0.67) 16x16(4.9x4.9) 155(68) 175(79) 21(79.5) 13.2(0.91) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 25(94.7) 18.6(1.28) 16 x 20 (4.9x6. 1) 155(68) 175(79) 29(109.8) 25(1.73) 12 x 12 (3.64.6) 6-12 (152305) 155 (68) 175 (79) 22(83.3) 14.4(l.0) 28.6(1.97) 14 x 14(4.3x4.3) 155 (68) 175(79) 22(83.3) 14.4(1.0) 16x 16(4.9x4.9) 155(68) 175(79) 26(98.4) 20.1 (1.39) 16x18(4.9x5.5) 155(68) 175(79) 31(117.4) 7. Model Fl Res 44 SWC 4 10 72 (707.60mm To I/4 (37.75mm] Maximum __________ 304.80mm] Face Of Fitting PUSH ON COVER, THEN TO Wall Dimension I TURN TO ADJUST UNtIL ç J TIGHT AGAINST WALL. 1 X 7/2 Reducer Recommended zz 2 5116- TURN COLLAR UNTIL —' TIGHT AGAINST SPRINKLER 7 27/32 WRENCH ROSS. I . AdjustmeM Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thiead Nominal Orifice Spnlder Teni CTenç. Ratlig Max AntientTen!1 K Spiiider Length sze Inch Rati,g _________PSI ___________ Factor Inch OFI 0c OF °c OF (mm) (bar) OC (mm) 1/2"NPT ( R½) (1o) 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) Ma.SpnnkIer Spacing (m) iling -- Deflector Inch (mm) Flow gpm (Lpm) Pressure psi (bar) kler Sprin Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13 (49.2) 8.7(0.60) R3531 20.7 (1.42) 14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71) 16 x 16(4.9x4.9) 17(64.3) 15.0(1.1) 16x 18(4.9x5.5) 19 (71.8) 18.7(1.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4 (1.85) 12 x 12 (3.6x3.6) 6-12 (152-305) 14(52.9) 10.2(0.71) 14x 14(4.3x4.3) 15 (56.7) 11.7 (0.81) 16 x 16(4.9x4.9) 18(68.1) 16.8 (1.16) 16 x 18 (4.9x5.5) 20(75.6) 91 I 2 • Model Fl Res 40 Recessed - ItII..b.I 04 D AA U%AI HSW/F2 F2 escutcheon, %" (13mm adjustment 1 35FG05 F2011011 11 FACE OF FImNG TO WALL DIMENSION - MIN. I 2 ?/4 HOLE 0/A. 7/ A [57.2mm] CEILING TO DEFLECTOR 7 X 7/2 REDUCER 132 1_[37.8mm] DIMENSION I 15/I6DA . 4 (49.2m 2 27132- 0N 2.2mm] TURN COL UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. H 7/2 [73mm] 735FG06-C ADJUSTMENT Fl RES 58, 44 & 40 HSW/F2 Fig.6 Fig.7 Technical Data: Fl Res 40 HSW & HSW/F2 Escutcheon. F2. Data: Nominal Sprinkler Max. Max Sp'ilder Thread Orifice Teni Pressure Ambient K Length Size Inch Ratlig psi Teni Factor Inch °F CF I (mm) (bar) (mm) 1/2"NPT 3/3"(10) 155 175179 68 175(12) 100 150166 38 40 2.45(62) Type Adjustment Face of Fitting I I to wall I Inch (mm) Inch (mm) F2 (13) /(47174) Ma.Spnnkler Ceiling -to- Spnnkler Temp. Flow Pressure Sprinkler Spacing Deflector Rating gpm P (bar) Identification ft (m) Inch (mm) °F (°C) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175 (79) 13(49.0) 10.6(0.73) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16(60.5) 16.0(1.10) 16x 16(4.9x4.9) 155 (68) 17(64.3) 18.1 (1.24) 16 x 16 (4.9x4.9) 175(79) 18(68.1) 20.2(1.39) 16x 18(4.9x5.5) 155(68) 175 79 20(75,7) 25.0(1.72) R3538 18 x 18 (5.5x5.5) 155 (68) 175 (79) 22(83.3) 30.2(2.08) 25.0 (1.72) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 13(49.0) 14x14(4.3x4.3) 155 (68) 175(79) 17(64.3) 18.1 (1.24) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 20(75.7) Finishes(l) Standard Finishes Sprinkler Fl, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated I Special Application Finishes Sprinkler Fl, F2, Escutcheons Cover Plates Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome "Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model El Res 30, 49, Fl Res 58, Fl Res 76, Fl Res 44 and El Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model El Res 30, 49 & 58, SIN R351 1, R3516&R3513 (Bulletin 135). Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish Model Fl Res 49 & 58 Recessed PendentlFl, Model Fl Res 30,49 & 58 Recessed Pendent/F2, Model Fl Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers enginered to provide a minimum design density of 0.05 gpmfr over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass] [bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 3.0, 49 & 58 Recessed PendentJEl] [Model El Res 30, 49 & 58 Recessed Pendent/F2] [Model Fl Res 30, 49 & 58 Recessed Pendent/EP] SIN R3511, R3516 & R3513 (Bulletin 135). 10. Model Fl Res 30,49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 m glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl RES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). 11. Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpmlft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed Pendent/Fl, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineer 9d to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3%" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/Fl] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed PendentlFP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices i Recycled Reliabili (800) 848-6051 Sales Fax \./ Paper (914) 829-2042 corporate Offices Revision lines indicate updated or new data. w.reliabiesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - STEEL - COPPER HANGER SIZE - 3/4' thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - C®im 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top, bottom or side of building element. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC pipe - #905 screw - no pre-drill. 3/4" - 3" Copper pipe - #905 screw - no pre-drill. 3/4" - 3" Steel pipe - 1/4"xl1/2" lag screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. *CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Specific AFCON products are exclusively designed tube compatible ONLY with other4FCONproducts including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised tlsc following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold byAFCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to lass of business or profit, when non-,4FCON products have been, ur are used. 2/08 Side View - For Drawings Below Hanger - Wood Stu.: Hanger- Metal Stud F.,o4elal P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 62€.44L.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL.. Carbon Steel. FINISH - Mu. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. INSTALLATION - Per NFPA 13,13R, 13D and CPVC manufacturers instructions on top or bottom of beam. Space by pipe type SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other 4FCON products including pails and fasteners, resul:ing ira fited sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products whcn asedilcombination with oilier products, parts or sysicnts not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidenta, at courJcnlial damages of any kind, including but not limited to loss of business or profit, when non-,4FCON products have been, orate used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Tab up = Hanger. INSTALLATION - Per NFPA 13,13R and 13D on side or top of beam. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific A FCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised tite following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 #906 F,jov,Acsn P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 OFFSET CPVC HANGER SIZE - 3/4' thru 3"pipe. MATERIAL - Carbon Steel. FINISH - Mu. Galvanized.. LISTING/APPROVAL - 203 - EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - 314"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2 Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION- Per NFPA 13,13R and 13D. Space by pipe type. install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed When #905 threads are exposed in wood, install #906 backing nut. 3/4" SPECIAL NOTE: When installing on cvc sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre-drill. 3/4" - 2" Copper pipe - #905 screw- no pre-drill. 3/4" - 2" Steel pipe - 1/4"xi 1/2" lag screw - no pre-drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL - mm. 18 GA. - 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener = 5(wt)+2501bs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center-line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately. Listed Restraint 3/4 thru 2" Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER -A FCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold byAFCON. AFCON shalt NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or prs,fit, when non-AFCON products have been, or are used. 6/08 Tee Reducing Tee Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) 1e 3/4" Part Number 34P1PE Bag Qty. 240 ft 1PIPE 1501t 1-1/4" 114P1PE 105 ft 1-1/2" 112P1PE 75 It 2PIPE 60 ft 2-1/2" 212P1PE 30 It 3PIPE 15 ft BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc. Standard Fittings Size 3/4" Part Number V5011-007 Box Qty. 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 Size 3/4"x3/4"xl" Part Number V5011 R-102 m.u'i 10 1"x3/4"x3/4" V5011 R-125 100 1"x3/4"xl" V5011 R-126 10 1"x1"0/4" V5011 R-131 100 1-1/4"xl"04" V5011 R-157 5 1-1/4"xl"xl" V5011 R-158 25 1-1/4"xl "xl -1/4" V5011 R-159 5 1-1/4"xl-1/4"0/4" V5011 R-167 25 1-1/4"xl-1/4"x1" V5011 R-168 25 1-1/4"xl-1/4"xl-1/2" V5011 R-169 5 1-1/2"xl-1/4"0/4" V5011 R-201 5 1-1/2"xl-1/4"xl" V5011 R-202 5 1-1/2"xl-1/2"0/4" V5011 R-210 25 1-1/2"xl-1/2"xl" V5011 R-211 25 Size I Part Number I Box Qty. Tee (continued) V5011-020 2 2-1/2" V5011-025 1 V5011-030 Size I Part Number Box Qty. Reducing Tees (continued) 1-1/2"xl-1/2"x1-1/4" V5011 R-212 5 1-1/2"xl-1/2"x2" V5011 R-213 5 2"x2"x3/4" V5011 R-248 2 2"x2"xl" V5011 R-249 10 2"x2"x1-1/4" V5011 R-250 2 2"x2"xl-1/2" V5011 R-251 2 2-1/2"x2-1/2"x l" V5011 R-289 1 2-1/2"x2-1/2"xl-1/4" V5011 R-290 1 2-1/2"x2-1/2"xl-1/2" V5011 R-291 2-1/2"x2-1/2"x2" V5011 R-292 1 3"x3"xl-1/2" V5011 R-337 1 3"x3"x2" V5011 R-338 1 3"x3"x2-1/2" V5011 R-339 1 www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Size Part Number I Box Qty. Coupling (continued) V5001-020 10 2-1/2" V5001-025 1 V5001-030 1 Size I •1t Number I Box I1] Reducing Coupling (continued) 1-1/2"x 1-1/4" V5001 R-212 5 2" x 1" V5001 R-249 2 2" x 1-1/2" V5001 R-251 2 Coupling CI Reducing Coupling Size _Part Number I Box ISW1 Cap (continued) V5017-020 2 2-1/2" V5017-025 1 V5017-030 1 Cap Standard Fittings continued from Page 1 900 Elbow Size _;E_ 3/4" V5007-007 Box Qty. 250 V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 V5007-020 10 Size I Part Number I Box Qty. 90° Elbow (continued) 2-1/2" V5007-025 1 V5007-030 1 1" x 3/4" V5007R-131 100 450 Elbow — ` A Cross Size 3/4" Part NumberBox V5035-007 Qty. 10 1" V5035-010 100 1-1/4" V5035-012 5 1-1/2" V5035-015 6 2" V5035-020 4 Size I Num I Boxber Cross (continued) 2-1/2" V5035-025 4 3" V5035-030 1 1"x1"x3/4"x3/4" V5035R-131 10 Bushing 'me Part Number lx 3/4" V5018-131 Box Qty. 100 1-1/4" x 3/4" V5018-167 25 1-1/4" x 1" V5018-168 25 1-1/2" x 3/4" V5018-210 5 1-1/2" x 1" V5018-211 25 1-1/2" x 1-1/4" V5018-212 25 2" x 3/4" V5018-248 2 2" x 1" V5018-249 2 Size Part Number Box Qty. Bushing (continued) 2" x 1-1/4" V5018-250 2 x 1-1/2" V5018-251 2 2-1/2" x 1-1/4" V5018-290 1 2-1/2" x 1-1/2" V5018-291 1 2-1/2" x 2" V5018-292 1 3" x 2" V5018-338 1 x 2-1/2" V5018-339 1 www.vikinggroupinc.com Sprinkler Head Adapters BRASTICTh Sprinkler Size Part Number Box !1] Head Adapter 3/4" x 1/2" V5003SBT-101 100 1" x 1/2" V5003SBT-130 50 Brass starter thread molded into plastic, virtually eliminatingcross-threading. Size Part Number I Box I1 3/4" x 1/2" V5003SB1-101 100 1" x 1/2" V5003SBI-130 50 1" x 3/4" V5003SB1-131 10 Part Number !!111 3/4" x 1/2" V500325B1-101 100 1" x 1/2" V50032SB1-130 50 Female Sprinkler Head Adapter with Metal Thread Insert C:O Spigot Female Sprinkler Head Adapter with Metal Thread Insert Sprinkler Head 90 with Metal Thread Insert 7-.14 Size 3/4" x 1/2" Part Number V50073SB1-101 I Box QtY. 100 1" x 1/2" V500735B1-130 50 1" x 3/4" V50073SB1-131 10 1-1/4" x 1/2" V500735B1-166 5 Sprinkler Head Tee with Metal Thread Insert 11fl— Size l'xl'xl" Part Number V50125B1-010 I Box I,1L1 50 3/4"x3/4"x112" V5012SB1-101 10 1"xl"xl/2" V5012SBI-130 50 1-1/4"xl-1/4"xl/2" V50125B1-166 5 1-1/2"xl-1/2"xl/2" V50125B1-209 5 2"x2"x1/2" V50125B1-247 2 Size I Part Number I Box Qty. Sprinkler Head Tee w/Metal Thread Inserts (continued) 1"x3/4"x1/2" V5012RSBI-124 10 1-1/4"xl"xl/2" V5012RSBl-156 5 1-1/2"xl-1/4"xl/2" V5012RSBI-199 5 2"xl-1/2"xl/2" V5012RSBI-237 2 1 x1/2 x1— V5014RSBI122* 10 *Socket x APT x Socket Sprinkler Head Back to Size Part Number Box Qty. Back Cross with Metal Thread Insert lxl"xl/2"xl/2" 1-1/8" V50353SBIS-130 1 ~, j lxl"x112"x112" 1-15/16" V503535B1L-130 1 Back to Back Tee with Size Part Number Box Qty. Metal Threads Insert 1/2"xl/2"xl" 1-1/8" V501133SB15-075 48 I Pj 1/2"xl/2"xl" 1-15/16" V5011335B1L-075 48 Size Part Number Box Qty. iii Fr www.vikinggroupinc.com Size I Part Number I Box Qty. Standard Union (continued) V5033E-020 1 2-1/2" V5033E-025 1 V5033E-030 1 Standard Union Transition Fittings Female Adapter with Size 1!TT Box Qty. Metal Thread Insert 3/4" V5003131-007 10 1" V5003B1-010 50 (IIiJ 1-1/4" V5003B1-012 5 Size Part Number I Box Qty. Female Adapter w/Metal Thread inserts (continued) 1-1/2" V5003131-015 5 2" V5003131-020 2 Spigot Female Adapter Size Pail NumberIXil1'1 with Metal Thread Insert 3/4" V50032Bl-007 10 1" V50032B1-010 10 C~ ~4 Male Adapter with Size Part Number I Box Qty. Size Part Number I Box Qty. Metal Thread Insert 3/4" V5004B1-007 10 Male Adapter w/Metal Thread Inserts (continued) 1" V5004131-010 10 1-1/2" V5004Bl-015 5 1-1/4" V500431-012 5 2" V5004B1-020 2 Grooved Coupling Adapter C:j Size Part Box Qty. 1-1/4" V5001G-012 30 1-1/2" V5001 G-015 25 2" V5001 G-020 15 Size I Part Number —1 Box Qty. Grooved Coupling Adapter (continued) 2-1/2" V5001 G-025 10 3" V5001 G-030 B Accessories Solvent Cement Size Part Number I _Box Qty _____ Quart V5097Q 12 Pint V5097P 12 Size Part Number Box Qty Dauber Size Part Number Box Qty Size Part Number Box Qty Small V5093-S 100 Large V5093-L 100 Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. c® us <~> * APPROVED www.vikinggroupinc.com September 2010 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Quarry Creek SR#: (Assigned upon plan submittal) PROJECT ADDRESS: CITY: Carlsbad PHONE: ( 951 ) 667-4220 (NP Mechanical, Inc.) FAX NUMBER: (951) 667-4216 Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): (See attached.) TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 94 PSI Hydrant Number (if applicable):New Elevation of test: 114 Feet Date/Time of Test': Pitot Tube Reading: Psi Corresponding Flow: GPM Total Flow: 3,750 GPM Residual Pressure 66 PSI At peak demand, this water system is capable of providing a fire flow discharge @ 20 psi of greater than 8,000 GPM. However the velocity exceeds the maximum criteria of 10 fps. Therefore, the maximum available fire flow for this location is 3,750 GPM. 1Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name:Jennifer R. Mael P.E. Eng. Lic. No. (if applicable):C69606 Signature:____________________________________________ Title/Org:tManager Date: 7/7/2017 I Legend 4 w_Hydrant Pipe ZONE 330 580 0 Flow Test Location rron Road 12. Quarry Creek - Fire Flow Analysis Dennis Grubb and Associates, LLC Assisting cities Build Safe Communities PLAN CORRECTIONS (FIRE) DGA #: C7213 Carlsbad Permit #: FPR2017-0259 Checked by: D. Grubb Jurisdiction: Carlsbad Applicant: NP Mechanical Phone#: 951-454-2107 Date of Review:6/30/1 7 Project Name: Cypress at the Preserve Project Address: The plans submitted for the project referenced above have been reviewed. The following information is needed to show compliance with the 2016 California Building and Fire Codes (CBC and CFC), and other codes as adopted and amended by state regulation and the City of Carlsbad. It will be necessary to reevaluate the project after the receipt of additional information as specified below. INSTRUCTIONS Resubmit three sets of the revised plans along with one set of the original plans. Provide a written response for each correction on this correction list. You may write directly on this list, or you may provide a separate "Response List" which addresses each correction item by item. Incorporate all corrections into the blue/black line drawings; cloud or call out all corrections. Return plans to Dennis Grubb & Associates, 6550 Van Buren Blvd, Ste E, Riverside, CA. 92503 CORRECTIONS ON THE PLANS THE FOLLOWING SHALL BE PROVIDED: 1. The water flow test report is over 12 months old. Provide a water flow report within the last 12 months. Revise hydraulic calculations accordingly. 6550 Van Buren Blvd, Ste E, Riverside, CA. 92503 (800) 975-7395 * (951)772-0007 Confidential Page 1 7/11/2017 NP Mechanical Inc. 9225 SteCoiit Ste. A Corarka, C& 92883 July 11, 2017 D. Grubb Dennis Grubb and Associates, LLC 6550 Van Buren Blvd, Ste E Riverside, CA 92503 Hello, In regards to the correction sheet you provided for Cypress at the preserve the following corrections have been made: Provided new water flow. Hydraulic calculations have been revised accordingly. (See FP2) If you have any questions feel free to call me at any time. Juan Aguirre Fire Sprinkler Engineer NP Mechanical Inc. 951-667-4220 Ext. 351 9225 Stellar Ste. A Court Corona, CA. 92883 • T (951) 667-4220 0 F (951) 667-4216 0 www.np-mechanical.com