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3325 TELAGA RD; ; FPR2017-0277; Permit
PERMIT REPORT d, City of Carlsbad Print Date: 04/26/2022 Job Address: 3325 TELAGA RD, CA 92011 Permit Type: FIRE-Construction Residential Work Class: Parcel #: 1670404600 Track #: Valuation: $299,753.05 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2017-0277 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 07/13/2017 Issued: 07/14/2017 DEV2016-0009 Finaled Close Out: 04/13/2021 Inspector: Final Inspection: Project Title: BLUE SAGE CONDOS Description: BLUE SAGE MODEL / PLAN TYPE 3C / BLDG 20 / LOT 45-SPRINKLER FPContractor: NP MECHANICAL INC P0 BOX 309 CORONA, CA 92878-0309 (951) 667-4220 FEE AMOUNT FIRE NFPA 13R System 3-16 units (per building) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov MECHANICAL NP MECHANICAL, INC. 9225 STELLAR COURT CORONA, CA 92883 951-667-4220 Job Name : BLUE SAGE Building Location : CARLSBAD, CA System : CALC AREA 1 Contract Data File : CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL, INC. Page BLUE SAGE Date 09/12/16 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Location - CARLSBAD, CA Building - Contractor - NP MECHANICAL, INC. Calculated By - M.G. Construction: ( ) Combustible OCCUPANCY - NFPA 13R Date - 09/12/16 System No. - CALC AREA I Contract No. - Drawing No. - Non-Combustible Ceiling Height 9'-O" S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S )Other T )Specific Ruling Made by Date E N 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 - 100 GPM Sprinkler or Nozzle S Additional Flow Added - GPM Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size K-Factor 4.9 G Note: Temperature Rating 165 N Calculation GPM Required 26.18 Psi Required 27.594 AT BR Summary C-Factor Used: Overhead Underground Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - 7/7/17 T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (GPM) - 3750 S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 L8000 vsfl HN weqpU!A\ I. I. I. ano 3U1 3OeJPAH Aq SWJ6OJd .leTndwoO (98 I. v N ) MO-Id 0090 NEC 0083 O0i3 0003 0091. 0031. 008 OOP ..,.,.I.l.I.I, w. 01. ta a 03 OE za o Os9 09 -4-3-- OL 08 S 06 001 3 0L OEI. 0171. 091. 69639 : uibjLn AlapeS 1.8V931.: puwo waisics - c] 001.: (puwe ) OSO 99 i.c : 8JflSSOJd W8S,cg - 3G OSLC MOld IflP!S9U - 30 1.81.93: MOld WOISAS - 30 P69 :ainsseJcj IflPlS9U - 30 9317C1- : UO!eA8I3 - 1.0 : ainssaicl 35 - 1.0 :puwoa :AlddnS Ja 91/31./60 O0 3 O6 cJ 0N1 lVOINVHO3V'i dN 0 8AJfl3 AlddnS J8TM Fittings Used Summary NP MECHANICAL, INC. Page 3 BLUE SAGE Date 09/12/16 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 Ball B Ball Milw BB-SC100 E NFPA 13 90' Standard Elbow F NFPA 13 45' Elbow Fsp Flow Switch Potter VSR N * CPVC 90'Ell Harvel-Spears 0 * CPVC Tee - Branch R * CPVC Coupling Tee - Run S NFPA 13 Swing Check T NFPA 1390' Flow thru Tee Zcd Colt C300 Horz Butt 2.25 2 2.5 2.25 10 1 2 2 3 4 5 6 1 1 1 1 2 2 3 Fitting generates a Fixed Loss Based on Flow 7 7 8 9 11 12 3 3 5 6 8 10 12 1 1 1 1 1 I 2 U 0 5 7 9 11 14 3 4 5 6 8 10 12 Fitting generates a Fixed Loss Based on Flow 7 8 10 12 14 18 22 27 35 40 45 50 61 3 3 4 5 7 9 11 13 17 19 21 24 28 13 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 16 19 22 27 32 45 55 65 15 17 20 25 30 35 50 60 71 81 91 101 121 Units mmary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting I egend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths .shown are standard for actual diameters of Sched 40 pipe and (.,Factors ot 120 except as notcd with. Thu fittings marked with a * rhnw equivalent lenqths 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, INC. Page 4 BLUE SAGE Date 09/12/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 19.0 4.9 7.04 na 13.0 19.0 4.9 7.24 na 13.18 19.0 8.5 na 9.0 16.13 na 9.0 16.13 na 9.0 16.13 na 9.0 16.13 na 19.0 9.29 na 19.0 9.75 na 19.0 9.47 na 20.0 7.36 na 20.0 7.7 na 20.0 8.06 na 20.0 8.06 na 20.0 7.58 na 20.0 8.06 na 20.0 9.31 na 20.0 9.04 na 20.0 9.04 na 20.0 9.31 na 20.0 9.31 na 20.0 10.53 na 20.0 11.93 na 20.0 9.92 na 20.0 8.86 na 20.0 8.86 na 10.0 15.7 na 10.0 15.7 na 10.0 15.7 na 10.0 15.7 na 10.0 15.7 na 10.0 15.7 na 10.0 15.7 na 10.0 15.1 na 10.0 15.7 na 10.0 17.19 na 10.0 17.31 na 10.0 17.43 na -3.0 27.59 na -3.0 27.62 na -3.0 27.62 na -3.0 28.52 na -3.0 27.29 na -3.0 26.8 na -3.0 26.42 na -3.0 25.96 na -3.0 26.21 na -3.0 26.8 na -3.0 27.28 na -3.0 24.67 na -3.0 27.68 na -3.0 26.46 na -3.0 26.31 na -3.0 29.58 na -12.0 31.58 na 100.0 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 7.41 and it occurs in the pipe between nodes 7 and 8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 5 BLUE SAGE Date 09/12/16 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 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 13.18 0.874 N 7.0 1.000 7.236 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D2 13.18 0.0969 0.0 8.000 0.775 Vel = 7.05 0.0 13.18 7.578 K Factor = 4.79 H3 0.0 0.874 N 7.0 1.000 8.498 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 8.065 K Factor =0 H4 0.0 0.874 N 7.0 1.000 16.135 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 15.702 K Factor = 0 H5 0.0 0.874 0 3.0 1.000 16.135 to 150.0 0.0 3.000 -0.433 D5 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 15.702 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 16.135 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 15.702 K Factor =0 H7 0.0 0.874 0 3.0 1.000 16.135 to 150.0 0.0 3.000 -0.433 D7 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 15.702 K Factor =0 H8 0.0 0.874 N 7.0 1.000 9.288 to 150.0 0.0 7.000 -0.433 D8 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 8.855 K Factor = 0 H9 0.0 0.874 N 7.0 1.000 9.746 to 150.0 0.0 7.000 -0.433 I D9 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 9.313 K Factor = 0 H10 0.0 0.874 N 7.0 1.000 9.471 to 150.0 0.0 7.000 -0.433 D10 0.0 0.0 0.0 8.000 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 6 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 9.038 K Factor = 0 Dl 13.00 0.874 0 3.0 0.583 7.361 to 150.0 0.0 3.000 0.0 1 13.0 0.0943 0.0 3.583 0.338 Vel = 6.95 1 -6.65 0.874 0 3.0 11.583 7.699 to 150.0 0.0 3.000 0.0 2 6.35 0.0251 0.0 14.583 0.366 Vel = 3.40 0.0 6.35 8.065 K Factor = 2.24 D3 0.0 0.874 N 7.0 11.083 8.065 to 150.0 R 1.0 11.000 0.0 2 0.0 0.0 0 3.0 22.083 0.0 Vel = 0 2 -0.86 0.874 R 1.0 3.333 8.065 to 150.0 0.0 1.000 0.0 3 -0.86 -0.0007 0.0 4.333 -0.003 Vel = 0.46 0.0 -0.86 8.062 K Factor = -0.30 D2 13.18 0.874 0 3.0 2.000 7.578 to 150.0 0.0 3.000 0.0 3 13.18 0.0968 0.0 5.000 0.484 Vel = 7.05 3 -0.86 0.874 N 7.0 7.667 8.062 to 150.0 0.0 7.000 0.0 4 12.32 0.0854 0.0 14.667 1.253 VeI= 6.59 4 0.0 0.874 N 7.0 10.000 9.315 to 150.0 0.0 7.000 4.331 15 12.32 0.0854 0.0 17.000 1.452 Vel= 6.59 0.0 12.32 15.098 K Factor= 3.17 2 7.21 0.874 2R 2.0 22.667 8.065 to 150.0 20 6.0 8.000 0.0 5 7.21 0.0317 0.0 30.667 0.973 Vel = 3.86 0.0 7.21 9.038 K Factor = 2.40 D10 0.0 0.874 0 3.0 0.667 9.038 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 3.667 0.0 Vel = 0 5 7.21 0.874 0 3.0 5.667 9.038 to 150.0 0.0 3.000 0.0 6 7.21 0.0317 0.0 8.667 0.275 Vel = 3.86 0.0 7.21 9.313 K Factor = 2.36 D9 0.0 0.874 N 7.0 3.167 9.313 to 150.0 R 1.0 8.000 0.0 6 0.0 0.0 0.0 11.167 0.0 Vel =0 6 7.21 0.874 4R 4.0 31.250 9.313 to 150.0 0 3.0 7.000 0.0 7 7.21 0.0317 0.0 38.250 1.213 Vel= 3.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 7 BLUE SAGE Date 09/12/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv ****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 6.65 0.874 N 7.0 6.167 10.526 to 150.0 0.0 7.000 0.0 8 13.86 0.1063 0.0 13.167 1.400 Vel = 7.41 8 0.0 0.874 R 1.0 10.000 11.926 to 150.0 0.0 1.000 4.331 TR 13.86 0.1064 0.0 11.000 1.170 VeI= 7.41 0.0 13.86 17.427 K Factor = 3.32 7 -6.65 0.874 R 1.0 14.167 10.526 to 150.0 N 7.0 8.000 0.0 9 -6.65 -0.0273 C.0 22.167 -0.606 V31 = 3.56 9 0.0 0.874 711 7.0 31.917 9.920 to 150.0 0.0 7.000 0.0 10 -6.65 -0.0274 0.0 38.917 -1.065 VeI= 3.56 0.0 -6.65 8.855 K F.a1or = -2.23 D8 0.0 0.874 0 3.0 1.250 8.855 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 4.250 0.0 Vel =0 10 -6.65 0.874 SR 5.0 30.250 8.855 to 150.0 N 7.0 12.000 0.0 1 -6.65 -0.0274 0.0 42.250 -1.156 Ve = 3.56 0.0 -6.65 7.699 K Facto, = -2.40 D4 0.0 0.874 N 7.0 4.583 15.702 to 150.0 0 3.0 10.000 0.0 11 0.0 0.0 0.0 14.583 0.0 Vel = 0 0.0 0.0 15.702 K Factor = 0 DS 0.0 0.874 0 3.0 9.917, 15.702 to 150.0 R 1.0 4.000 0.0 11 0.0 0.0 0.0 13.917 0.0 WI =0 11 0.0 0.874 R 1.0 9.500 15.702 to 150.0 0.0 1.000 0.0 12 0.0 0.0 0.0 10.500 0.0 Vel =0 0.0 0.0 15.702 K Factor =0 D6 0.0 0.874 0 3.0 6.250 15.702 to 150.0 0.0 3.000 0.0 12 0.0 0.0 00 9.250 0.0 Vel =0 12 0.0 0.874 R 1.0 3.417 15.702 to 150.0 0.0 1.000 0.0 13 0.0 0.0 0.0 4.417 0.0 Vel = 0 0.0 0.0 15.702 K Factor =0 D7 0.0 0.874 0 3C 2.917 15.702 to 150.0 0 C 3.000 0.0 13 0.0 0.0 00 5.917 0.0 VeI=0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03037 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 8 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 0.0 0.874 0 3.0 11.250 15.702 to 150.0 0.0 3.000 0.0 14 0.0 0.0 0.0 14.250 0.0 Vel = 0 0.0 0.0 15.702 K Factor = 0 15 12.32 1.101 4R 4.0 17.750 15.098 to 150.0 0.0 4.000 0.0 14 12.32 0.0278 0.0 21.750 0.604 Vel = 4.15 14 0.0 1.101 SR 5.0 43.500 15.702 to 150.0 0 5.0 10.000 0.0 16 12.32 0.0277 0.0 53.500 1.484 Vel = 4.15 16 0.0 1.394 0 6.0 7.917 17.186 to 150.0 0.0 6.000 0.0 17 12.32 0.0088 0.0 13.917 0.123 Vel = 2.59 17 0.0 1.394 0 6.0 7.500 17.309 to 150.0 0.0 6.000 0.0 TR 12.32 0.0087 0.0 13.500 0.118 Vel = 2.59 0.0 12.32 17.427 K Factor = 2.95 TR 26.18 1.394 3R 3.0 10.000 17.427 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 26.18 0.0355 S 11.11 43.284 1.537 VeI= 5.50 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 27.594 to 150.0 2T 63.728 79.661 0.0 100 26.18 0.0002 0.0 139.661 0.027 Vel = 0.65 100 0.0 7.68 T 43.857 100.000 27.621 to 150.0 0.0 43.857 0.0 101 26.18 0.0 0.0 143.857 0.001 Vel = 0.18 101 367.73 7.68 8E 180.441 455.000 27.622 to 150.0 T 43.857 224.299 0.0 102 393.91 0.0013 0.0 679.299 0.894 Vel = 2.73 102 -860.49 7.68 4E 90.221 545.000 28.516 to 150.0 T 43.857 134.078 0.0 103 -466.58 -0.0018 0.0 679.078 -1.222 Vel = 3.23 103 48.38 7.68 4E 90.221 200.000 27.294 to 150.0 T 43.857 134.078 0.0 104 -418.2 -0.0015 0.0 334.078 -0.492 Vel = 2.90 0.0 -418.20 26.802 K Factor = -80.78 103 -48.38 7.68 4E 90.221 320.000 27.294 to 150.0 T 43.857 134.078 0.0 109 -48.38 0.0 0.0 454.078 -0.013 Vel = 0.34 0.0 -48.38 27.281 K Factor = -9.26 104 -409.38 7.68 T 43.857 135.000 26.802 to 150.0 4E 90.221 134.078 0.0 105 -409.38 -0.0014 0.0 269.078 -0.380 Vel = 2.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 9 BLUE SAGE Date 09/12/16 Hyd. Ref. Qa Dia. "C' Fitting or Pipe Ftng's Pt Pt Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -409.38 26.422 K Factor = -79.64 104 -8.82 7.68 4E 90.221 320.000 26.802 to 150.0 T 43.857 134.078 0.0 108 -8.82 0.0 0.0 454.078 0.0 Vel = 0.06 0.0 -8.82 26.802 K Factor = -1.70 105 -409.38 7.68 4E 90.221 195.000 26.422 to 150.0 T 43.857 134.078 0.0 106 -409.38 -0.0014 0.0 329.078 -0.465 Vel = 2.84 106 834.31 7.68 1 43.857 120.000 25.957 to 150.0 0.0 43.857 0.0 107 424.93 0.0015 0.0 163.857 0.249 Vel = 2.94 107 0.0 7.68 4E 90.221 260.000 26.206 to 150.0 1 43.857 134.078 0.0 108 424.93 0.0015 0.0 394.078 0.596 Vel = 2.94 108 -8.82 7.68 4E 90.221 195.000 26.802 to 150.0 T 43.857 134.078 0.0 109 416.11 0.0015 0.0 329.078 0.479 Vel = 2.88 109 -48.38 7.68 T 43.857 160.000 27.281 to 150.0 4E 90.221 134.078 0.0 101 367.73 0.0012 0.0 294.078 0.341 Vel = 2.55 0.0 367.73 27.622 K Factor = 69.97 106 -834.31 7.68 F 11.278 210.000 25.957 to 150.0 E 22.555 33.833 0.0 110 -834.31 -0.0053 0.0 243.833 -1.285 VeI= 5.78 110 0.0 7.68 4E 90.221 30.000 24.672 to 150.0 T 43.857 134.078 3.878 * * Fixed Loss = 3.878 111 -834.31 -0.0053 Zcd 0.0 164.078 -0.866 Vel = 5.78 111 -26.18 11.2 1 66.446 1305.000 27.684 to 150.0 0.0 66.446 0.0 112 -860.49 -0.0009 0.0 1371.446 -1.219 Vel = 2.80 112 0.0 11.2 T 66.446 110.000 26.465 to 150.0 0.0 66.446 0.0 113 -860.49 -0.0009 0.0 176.446 -0.157 VeI= 2.80 113 0.0 7.68 4E 90.221 30.000 26.308 to 150.0 Zcd 0.0 90.221 3.948 * * Fixed Loss = 3.948 114 -860.49 -0.0056 0.0 120.221 -0.672 Vel = 5.96 114 0.0 7.68 E 22.555 125.000 29.584 to 150.0 T 43.857 66.412 0.0 102 -860.49 -0.0056 0.0 191.412 -1.068 Vel= 5.96 0.0 -860.49 28.516 K Factor = -161.14 111 26.18 11.2 2E 59.802 700.000 27.684 to 150.0 0.0 59.802 3.898 FT 26.18 0.0 0.0 759.802 0.001 Vel = 0.09 100.00 Qa= 100.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. JSA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 10 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 126.18 31.583 KFactor= 22.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : BLUE SAGE Building Location CARLSBAD, CA System : CALC AREA 2 Contract Data File : CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. Page 1 BLUE SAGE Date 09112116 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Date - 09/12/16 Location - CARLSBAD, CA Building - System No. - CALC AREA 2 Contractor - NP MECHANICAL, INC. Contract No. - Calculated By - M.G. Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - NFPA 13R Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: (X)1 ( )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 - 100 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 39.756 AT BR Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 7/7/17 Rated Cap. Cap. T Time of Test - @ Psi Elev. B Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3750 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y S Y S T E M D B S I G N Computer Programs by Hdratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical, Inc. BLUE SAGE Page 2 Date 09/12/16 City Water Supp!y: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 13.426 C2 - Residual Pressure: 59.4 D2 - System Flow : 20.024 C2 - Residual Flow : 3750 D2 - System Pressure : 43.712 Hose ( Demand) :100 D3 - System Demand :120.024 Safety Margin : 40.845 150 140 130 p120 R 11 E10° 590 C1 80 U 70 C2 R 60 E5° D3 40 30 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical, Inc. Page 3 BLUE SAGE Date 09/12/16 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 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 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 90'Ell 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 C) 5 7 9 11 14 16 19 22 27 3 45 55 65 T NFPA 13 90' Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zcd Colt 0300 Horz Butt Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical, Inc. BLUE SAGE Node No. Elevation K-Fact Pt Actual Pn Hi 19.0 23.23 na H2 19.0 23.24 na H3 19.0 4.9 16.7 na H4 9.0 29.58 na H5 9.0 29.58 na H6 9.0 29.58 na H7 9.0 29.58 na H8 19.0 23.84 na H9 19.0 23.88 na H10 19.0 23.69 na Dl 20.0 22.79 na 1 20.0 22.79 na D3 20.0 17.95 na 2 20.0 22.58 na D2 20.0 22.81 na 3 20.0 22.81 na 4 20.0 23.57 na D10 20.0 23.26 na 5 20.0 23.26 na D9 20.0 23.45 na 6 20.0 23.45 na 7 20.0 24.29 na 8 20.0 25.14 na 9 20.0 23.97 na D8 20.0 23.4 na 10 20.0 23.4 na D4 10.0 29.14 na D5 10.0 29.14 na 11 10.0 29.14 na D6 10.0 29.14 na 12 10.0 29.14 na D7 10.0 29.14 na 13 10.0 29.14 na 15 10.0 28.78 na 14 10.0 29.14 na 16 10.0 30.04 na 17 10.0 30.12 na TA 10.0 30.19 na BR -3.0 39.76 na 100 -3.0 39.77 na 101 -3.0 39.77 na 102 -3.0 40.66 na 103 -3.0 39.44 na 104 -3.0 38.94 na 105 -3.0 38.56 na 106 -3.0 38.09 na 107 -3.0 38.34 na 108 -3.0 38.94 na 109 -3.0 39.43 na 110 -3.0 36.8 na 111 -3.0 39.81 na 112 -3.0 38.6 na 113 -3.0 38.45 na 114 -3.0 41.72 na FT -12.0 43.71 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Page 4 Date 09/12/16 Flow Density Area Press Actual Req. 20.02 0.05 400 16.7 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 5 BLUE SAGE Date 09/12/16 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 23.226 to 150.0 0.0 7.000 -0.433 Dl 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.793 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 23.240 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 22.807 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 29.577 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 29.144 K Factor = 0 H5 0.0 0.874 0 3.0 1.000 29.577 to 150.0 0.0 3.000 -0.433 D5 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 29.144 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 29.577 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 29.144 K Factor =0 H7 0.0 0.874 0 3.0 1.000 29.577 to 150.0 0.0 3.000 -0.433 D7 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 29.144 K Factor =0 H8 0.0 0.874 N 7.0 1.000 23.837 to 150.0 0.0 7.000 -0.433 D8 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 23.404 K Factor = 0 H9 0.0 0.874 N 7.0 1.000 23.880 to 150.0 0.0 7.000 -0.433 D9 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 23.447 K Factor = 0 H10 0.0 0.874 N 7.0 1.000 23.689 to 150.0 0.0 7.000 -0.433 D10 0.0 0.0 0.0 8.000 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 23.256 K Factor = 0 Dl 0.0 0.874 0 3.0 0.583 22.793 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 3.583 0.0 Vel = 0 1 -4.71 0.874 0 3.0 11.583 22.793 to 150.0 0.0 3.000 0.0 2 -4.71 -0.0145 0.0 14.583 -0.211 Vel = 2.52 0.0 -4.71 22.582 K Factor = -0.99 D3 20.02 0.874 N 7.0 11.083 17.946 to 150.0 R 1.0 11.000 0.0 2 20.02 0.2099 0 3.0 22.083 4.636 Vel = 10.71 2 -10.62 0.874 R 1.0 3.333 22.582 to 150.0 0.0 1.000 0.0 3 9.4 0.0519 0.0 4.333 0.225 Vel = 5.03 0.0 9.40 22.807 K Factor = 1.97 D2 0.0 0.874 0 3.0 2.000 22.807 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 5.000 0.0 Vel = 0 3 9.40 0.874 N 7.0 7.667 22.807 to 150.0 0.0 7.000 0.0 4 9.4 0.0517 0.0 14.667 0.759 Vel = 5.03 4 0.0 0.874 N 7.0 10.000 23.566 to 150.0 0.0 7.000 4.331 15 9.4 0.0518 0.0 17.000 0.881 Vel = 5.03 0.0 9.40 28.778 KFactor= 1.75 2 5.91 0.874 2R 2.0 22.667 22.582 to 150.0 20 6.0 8.000 0.0 5 5.91 0.0220 0.0 30.667 0.674 Vel = 3.16 0.0 5.91 23.256 K Factor = 1.23 D10 0.0 0.874 0 3.0 0.667 23.256 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 3.667 0.0 Vel = 0 5 5.91 0.874 0 3.0 5.667 23.256 to 150.0 0.0 3.000 0.0 6 5.91 0.0220 0.0 8.667 0.191 Vel = 3.16 0.0 5.91 23.447 K Factor = 1.22 D9 0.0 0.874 N 7.0 3.167 23.447 to 150.0 R 1.0 8.000 0.0 6 0.0 0.0 0.0 11.167 0.0 Vel =0 6 5.91 0.874 4R 4.0 31.250 23.447 to 150.0 0 3.0 7.000 0.0 7 5.91 0.0220 0.0 38.250 0.840 Vel = 3.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 7 4.72 0.874 N 7.0 6.167 24.287 to 150.0 0.0 7.000 0.0 8 10.63 0.0651 0.0 13.167 0.857 Vel = 5.68 8 0.0 0.874 R 1.0 10.000 25.144 to 150.0 0.0 1.000 4.331 TR 10.63 0.0650 0.0 11.000 0.715 VeI= 5.68 0.0 10.63 30.190 KFactor= 1.93 7 -4.71 0.874 R 1.0 14.167 24.287 to 150.0 N 7.0 8.000 0.0 9 -4.71 -0.0144 0.0 22.167 -0.320 Vel = 2.52 9 0.0 0.874 7R 7.0 31.917 23.967 to 150.0 0.0 7.000 0.0 10 -4.71 -0.0145 0.0 38.917 -0.563 Vel = 2.52 0.0 -4.71 23.404 K Factor = -0.97 D8 0.0 0.874 0 3.0 1.250 23.404 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 4.250 0.0 Vel = 0 10 -4.71 0.874 5R 5.0 30.250 23.404 to 150.0 N 7.0 12.000 0.0 1 -4.71 -0.0145 0.0 42.250 -0.611 VeI= 2.52 0.0 -4.71 22.793 K Factor = -0.99 D4 0.0 0.874 N 7.0 4.583 29.144 to 150.0 0 3.0 10.000 0.0 11 0.0 0.0 0.0 14.583 0.0 Vel =0 0.0 0.0 29.144 K Factor =0 D5 0.0 0.874 0 3.0 9.917 29.144 to 150.0 R 1.0 4.000 0.0 11 0.0 0.0 0.0 13.917 0.0 Vel =0 11 0.0 0.874 R 1.0 9.500 29.144 to 150.0 0.0 1.000 0.0 12 0.0 0.0 0.0 10.500 0.0 Vel = 0 0.0 0.0 29.144 K Factor =0 D6 0.0 0.874 0 3.0 6.250 29.144 to 150.0 0.0 3.000 0.0 12 0.0 0.0 0.0 9.250 0.0 Vel = 0 12 0.0 0.874 R 1.0 3.417 29.144 to 150.0 0.0 1.000 0.0 13 0.0 0.0 0.0 4.417 0.0 Vel = 0 0.0 0.0 29.144 K Factor =0 D7 0.0 0.874 0 3.0 2.917 29.144 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 5.917 0.0 Vel = 0 Compu:er Programs by Hydratec Inc. Route 111 Windham N.H. LSA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 8 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 0.0 0.874 0 3.0 11.250 29.144 to 150.0 0.0 3.000 0.0 14 0.0 0.0 0.0 14.250 0.0 Vel = 0 0.0 0.0 29.144 K Factor = 0 15 9.40 1.101 4R 4.0 17.750 28.778 to 150.0 0.0 4.000 0.0 14 9.4 0.0168 0.0 21.750 0.366 Vel = 3.17 14 0.0 1.101 5R 5.0 43.500 29.144 to 150.0 0 5.0 10.000 0.0 16 9.4 0.0168 0.0 53.500 0.900 Vel = 3.17 16 0.0 1.394 0 6.0 7.917 30.044 to 150.0 0.0 6.000 0.0 17 9.4 0.0053 0.0 13.917 0.074 VeI= 1.98 17 0.0 1.394 0 6.0 7.500 30.118 to 150.0 0.0 6.000 0.0 TR 9.4 0.0053 0.0 13.500 0.072 Vel = 1.98 0.0 9.40 30.190 K Factor = 1.71 TR 20.02 1.394 3R 3.0 10.000 30.190 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 20.02 0.0216 S 11.11 43.284 0.936 VeI= 4.21 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 39.756 to 150.0 21 63.728 79.661 0.0 100 20.02 0.0001 0.0 139.661 0.016 Vel = 0.49 100 0.0 7.68 T 43.857 100.000 39.772 to 150.0 0.0 43.857 0.0 101 20.02 0.0 0.0 143.857 0.001 Vet = 0.14 101 371.37 7.68 8E 180.441 455.000 39.773 to 150.0 T 43.857 224.299 0.0 102 391.39 0.0013 0.0 679.299 0.883 Vel = 2.71 102 -857.27 7.68 4E 90.221 545.000 40.656 to 150.0 1 43.857 134.078 0.0 103 -465.88 -0.0018 0.0 679.078 -1.219 VeI= 3.23 103 46.43 7.68 4E 90.221 200.000 39.437 to 150.0 T 43.857 134.078 0.0 104 -419.45 -0.0015 0.0 334.078 -0.493 Vel = 2.91 0.0 -419.45 38.944 K Factor = -67.21 103 -46.43 7.68 4E 90.221 320.000 39.437 to 150.0 T 43.857 134.078 0.0 109 -46.43 0.0 0.0 454.078 -0.011 Vel = 0.32 0.0 -46.43 39.426 K Factor = -7.39 104 -410.82 7.68 1 43.857 135.000 38.944 to 150.0 4E 90.221 134.078 0.0 105 -410.82 -0.0014 0.0 269.078 -0.383 Vet = 2.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 9 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -410.82 38.561 K Factor = -66.16 104 -8.63 7.68 4E 90.221 320.000 38.944 to 150.0 T 43.857 134.078 0.0 108 -8.63 0.0 0.0 454.078 -0.001 Vel = 0.06 0.0 -8.63 38.943 K Factor = -1.38 105 -410.82 7.68 4E 90.221 195.000 38.561 to 150.0 T 43.857 134.078 0.0 106 -410.82 -0.0014 0.0 329.078 -0.468 Vel = 2.85 106 837.25 7.68 T 43.857 120.000 38.093 to 150.0 0.0 43.857 0.0 107 426.43 0.0015 0.0 163.857 0.249 Vel = 2.95 107 0.0 7.68 4E 90.221 260.000 38.342 to 150.0 T 43.857 134.078 0.0 108 426.43 0.0015 0.0 394.078 0.601 Vel = 2.95 108 -8.63 7.68 4E 90.221 195.000 38.943 to 150.0 T 43.857 134.078 0.0 109 417.8 0.0015 0.0 329.078 0.483 Vel = 2.89 109 -46.43 7.68 T 43.857 160.000 39.426 to 150.0 4E 90.221 134.078 0.0 101 371.37 0.0012 0.0 294.078 0.347 Vel= 2.57 0.0 371.37 39.773 K Factor = 58.89 106 -837.25 7.68 F 11.278 210.000 38.093 to 150.0 E 22.555 33.833 0.0 110 -837.25 -0.0053 0.0 243.833 -1.295 VeI= 5.80 110 0.0 7.68 4E 90.221 30.000 36.798 to 150.0 T 43.857 134.078 3.886 * * Fixed Loss = 3.886 111 -837.25 -0.0053 Zcd 0.0 164.078 -0.871 Vel = 5.80 111 -20.03 11.2 T 66.446 1305.000 39.813 to 150.0 0.0 66.446 0.0 112 -857.28 -0.0009 0.0 1371.446 -1.211 Vel= 2.79 112 0.0 11.2 T 66.446 110.000 38.602 to 150.0 0.0 66.446 0.0 113 -857.28 -0.0009 0.0 176.446 -0.155 Vel = 2.79 113 0.0 7.68 4E 90.221 30.000 38.447 to 150.0 Zcd 0.0 90.221 3.937 * * Fixed Loss = 3.937 114 -857.28 -0.0055 0.0 120.221 -0.667 Vel= 5.94 114 0.0 7.68 E 22.555 125.000 41.717 to 150.0 1 43.857 66.412 0.0 102 -857.28 -0.0055 0.0 191.412 -1.061 VeI= 5.94 0.0 -857.28 40.656 K Factor = -134.45 111 20.02 11.2 2E 59.802 700.000 39.813 to 150.0 0.0 59.802 3.898 FT 20.02 0.0 0.0 759.802 0.001 Vel = 0.07 100.00 Qa = 100.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 10 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 120.02 43.712 KFactor= 18.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : BLUE SAGE AT THE PRESERVE Building Location : CARLSBAD, CA System : CALC AREA 3 Contract Data File : CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. Page 1 BLUE SAGE AT THE PRESERVE Date 09/12/16 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Date - 09/12/16 Location - CARLSBAD, CA Building - System No. - CALC AREA 3 Contractor - NP MECHANICAL, INC. Contract No. - Calculated By - M.G. Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - NFPA 13R Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 130 Number of Sprinklers Flowing: ( )1 ( )2 (X)4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 100 Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - Feet Note: Calculation Gpm Required 60.95 Psi Required 72.502 AT BR Summary C-Factor Used: Overhead Underground S Y S T E M D E S I G N System Type (X) Wet ( ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size K-Factor 4.9 Temperature Rating 165 W Water Flow Test: A Date of Test - 7/7/17 T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3750 S Elevation - P Location: P L Source of Information: Y Pump Data: Rated Cap. @ Ps' Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical, Inc. Page 2 BLUE SAGE AT THE PRESERVE Date 09/12/16 City Water Suppy: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 9.095 C2 - Residual Pressure: 59.4 D2 - System Flow :60.953 C2 - Residual Flow : 3750 D2 - System Pressure : 76.731 Hose (Demand) :100 D3 - System Demand :160.953 Safety Margin : 7.794 150 140 130 p120 R 11 E10° s 9° 80 U 70 D C2 R 60 E5° 40 30 20 10 --— 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, Inc. Page 3 BLUE SAGE AT THE PRESERVE Date 09/12/16 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 3 Ball Milw BB SC100 2.25 2 2.5 2.25 10 NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow CPVC 90'Ell Harvel-Spears / 7 8 9 11 12 13 0 CPVCTee - Branch 3 3 5 6 8 10 12 15 0 CPVC Coupling T - Ruo 1 1 1 1 1 1 2 2 0 NFPA 13 Swing Cliek 0 0 .5 7 9 1.1 . 14. 16 -. - 19 NFPA 13 90 Flow lliiu Tee 3 1 5 6 8 10 12 15 17 Colt 0300 Horz Butt Fifing generates a Fixed Loss Based on Flow 10 12 14 18 22 27 35 40 15 50 61 4 5 7 9 ii 13 17 19 21 24 28 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 22 27 37 45 55 bb 20 25 30 35 - 50 6(Y 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 typo ul various diameters. Equivalcnt 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 C Factors and they require no adjustment. All ValUCS 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 / Flow Summary - STANDARD NP Mechanical, Inc. Page 4 BLUE SAGE AT THE PRESERVE Date 09/12/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 19.0 44.06 na 19.0 42.68 na 19.0 43.47 na 9.0 4.9 7.04 na 13.0 0.05 256 7.039 9.0 4.9 7.4 na 13.33 0.05 256 7.039 9.0 4.9 10.48 na 15.86 0.05 256 7.0 9.0 4.9 14.66 na 18.76 0.05 256 7.0 19.0 45.77 na 19.0 45.89 na 19.0 45.36 na 20.0 43.63 na 20.0 43.63 na 20.0 43.04 na 20.0 43.04 na 20.0 42.25 na 20.0 42.25 na 20.0 39.58 na 20.0 44.92 na 20.0 44.92 na 20.0 45.46 na 20.0 45.46 na 20.0 47.81 na 20.0 50.2 na 20.0 46.91 na 20.0 45.34 na 20.0 45.34 na 10.0 7.36 na 10.0 7.36 na 10.0 8.74 na 10.0 11.13 na 10.0 12.4 na 10.0 14.98 na 10.0 16.08 na 10.0 40.82 na 10.0 39.53 na 10.0 54.16 na 10.0 55.37 na 10.0 56.54 na -3.0 72.5 na -3.0 72.63 na -3.0 72.64 na -3.0 73.59 na -3.0 72.35 na -3.0 71.87 na -3.0 71.51 na -3.0 71.06 na -3.0 71.3 na -3.0 71.87 na -3.0 72.33 na -3.0 69.83 na -3.0 72.83 na -3.0 71.56 na -3.0 71.4 na -3.0 74.7 na -12.0 76.73 na 100.0 The maximum velocity is 32.59 and it occurs in the pipe between nodes 13 and 14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 5 BLUE SAGE AT THE PRESERVE Date 09/12/16 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 44.061 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 43.628 K Factor =0 H2 0.0 0.874 N 7.0 1.000 42.683 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 42.250 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 43.471 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 43.038 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 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H5 13.33 0.874 0 3.0 1.000 7.400 K Factor =4.90 to 150.0 0.0 3.000 -0.433 D5 13.33 0.0988 0.0 4.000 0.395 Vel = 7.13 0.0 13.33 7.362 K Factor = 4.91 H6 15.86 0.874 N 7.0 1.000 10.476 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D6 15.86 0.1364 0.0 8.000 1.091 Vel= 8.48 0.0 15.86 11.134 K Factor = 4.75 H7 18.76 0.874 0 3.0 1.000 14.664 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D7 18.76 0.1860 0.0 4.000 0.744 Vel = 10.03 0.0 18.76 14.975 K Factor = 4.85 H8 0.0 0.874 N 7.0 1.000 45.770 to 150.0 0.0 7.000 -0.433 D8 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 45.337 K Factor = 0 H9 0.0 0.874 N 7.0 1.000 45.890 to 150.0 0.0 7.000 -0.433 D9 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 45.457 K Factor = 0 H10 0.0 0.874 N 7.0 1.000 45.357 to 150.0 0.0 7.000 -0.433 D10 0.0 0.0 0.0 8.000 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C,' or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 44.924 K Factor =0 Dl 0.0 0.874 0 3.0 0.583 43.628 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 3.583 0.0 Vet = 0 1 -8.22 0.874 0 3.0 11.583 43.628 to 150.0 0.0 3.000 0.0 2 -8.22 -0.0405 0.0 14.583 -0.590 Vet = 4.40 0.0 -8.22 43.038 K Factor = -1.25 D3 0.0 0.874 N 7.0 11.083 43.038 to 150.0 R 1.0 11.000 0.0 2 0.0 0.0 0 3.0 22.083 0.0 Vel = 0 2 -18.53 0.874 R 1.0 3.333 43.038 to 150.0 0.0 1.000 0.0 3 -18.53 -0.1819 0.0 4.333 -0.788 Vel = 9.91 0.0 -18.53 42.250 K Factor = -2.85 D2 0.0 0.874 0 3.0 2.000 42.250 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 5.000 0.0 Vel = 0 3 -18.53 0.874 N 7.0 7.667 42.250 to 150.0 0.0 7.000 0.0 4 -18.53 -0.1820 0.0 14.667 -2.669 Vel = 9.91 4 0.0 0.874 N 7.0 10.000 39.581 to 150.0 0.0 7.000 4.331 15 -18.53 -0.1820 0.0 17.000 -3.094 Vel = 9.91 0.0 -18.53 40.818 K Factor = -2.90 2 10.31 0.874 2R 2.0 22.667 43.038 to 150.0 20 6.0 8.000 0.0 5 10.31 0.0615 0.0 30.667 1.886 Vet= 5.51 0.0 10.31 44.924 K Factor = 1.54 D10 0.0 0.874 0 3.0 0.667 44.924 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 3.667 0.0 Vet = 0 5 10.31 0.874 0 3.0 5.667 44.924 to 150.0 0.0 3.000 0.0 6 10.31 0.0615 0.0 8.667 0.533 Vet = 5.51 0.0 10.31 45.457 K Factor = 1.53 D9 0.0 0.874 N 7.0 3.167 45.457 to 150.0 R 1.0 8.000 0.0 6 0.0 0.0 0.0 11.167 0.0 Vel =0 6 10.31 0.874 4R 4.0 31.250 45.457 to 150.0 0 3.0 7.000 0.0 7 10.31 0.0615 0.0 38.250 2.352 Vet = 5.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Ref. Oa Dia. "C' Fitting or Pipe Ftng's Pt Pt Fe Pv Notes Point Of Pf/Ft Eqv. Ln. Total Pf Pn 7 8.22 0.874 N 7.0 6.167 47.809 to 150.0 0.0 7.000 0.0 8 18.53 0.1820 0.0 13.167 2.396 Vel = 9.91 8 0.0 0.874 R 1.0 10.000 50.205 to 150.0 0.0 1.000 4.331 TR 18.53 0.1819 0.0 11.000 2.001 Vel= 9.91 0.0 18.53 56.537 K Factor = 2.46 7 -8.22 0.874 R 1.0 14.167 47.809 to 150.0 N 7.0 8.000 0.0 9 -8.22 -0.0405 0.0 22.167 -0.897 Vel = 4.40 9 0.0 0.874 7R 7.0 31.917 46.912 to 150.0 0.0 7.000 0.0 10 -8.22 -0.0405 0.0 38.917 -1.575 Vel= 4.40 0.0 -8.22 45.337 K Factor = -1.22 D8 0.0 0.874 0 3.0 1.250 45.337 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 4.250 0.0 Vel = 0 10 -8.22 0.874 5R 5.0 30.250 45.337 to 150.0 N 7.0 12.000 0.0 1 -8.22 -0.0404 0.0 42.250 -1.709 Vel = 4.40 0.0 -8.22 43.628 K Factor = -1.24 D4 13.00 0.874 N 7.0 4.583 7.361 to 150.0 0 3.0 10.000 0.0 11 13.0 0.0944 0.0 14.583 1.377 Vel = 6.95 0.0 13.00 8.738 K Factor = 4.40 D5 13.33 0.874 0 3.0 9.917 7.362 to 150.0 R 1.0 4.000 0.0 11 13.33 0.0989 0.0 13.917 1.376 Vel= 7.13 11 13.00 0.874 R 1.0 9.500 8.738 to 150.0 0.0 1.000 0.0 12 26.33 0.3484 0.0 10.500 3.658 Vel = 14.08 0.0 26.33 12.396 K Factor = 7.48 D6 15.86 0.874 0 3.0 6.250 11.134 to 150.0 0.0 3.000 0.0 12 15.86 0.1364 0.0 9.250 1.262 Vel = 8.48 12 26.33 0.874 R 1.0 3.417 12.396 to 150.0 0.0 1.000 0.0 13 42.19 0.8334 0.0 4.417 3.681 Vel = 22.56 0.0 42.19 16.077 K Factor = 10.52 D7 18.76 0.874 0 3.0 2.917 14.975 to 150.0 0.0 3.000 0.0 13 18.76 0.1862 0.0 5.917 1.102 Vel = 10.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 8 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .1c'.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 13 42.19 0.874 0 3.0 11.250 16.077 to 150.0 0.0 3.000 0.0 14 60.95 1.6460 0.0 14.250 23.456 Vel = 32.59 0.0 60.95 39.533 K Factor = 9.69 15 -18.53 1.101 4R 4.0 17.750 40.818 to 150.0 0.0 4.000 0.0 14 -18.53 -0.0591 0.0 21.750 -1.285 Vel = 6.24 14 60.95 1.101 5R 5.0 43.500 39.533 to 150.0 0 5.0 10.000 0.0 16 42.42 0.2734 0.0 53.500 14.628 Vel = 14.30 16 0.0 1.394 0 6.0 7.917 54.161 to 150.0 0.0 6.000 0.0 17 42.42 0.0867 0.0 13.917 1.206 Vel = 8.92 17 0.0 1.394 0 6.0 7.500 55.367 to 150.0 0.0 6.000 0.0 TR 42.42 0.0867 0.0 13.500 1.170 Vel= 8.92 0.0 42.42 56.537 K Factor = 5.64 TR 60.95 1.394 3R 3.0 10.000 56.537 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 60.95 0.1695 S 11.11 43.284 7.335 Vel= 12.81 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 72.502 to 150.0 2T 63.728 79.661 0.0 100 60.95 0.0009 0.0 139.661 0.128 Vel= 1.50 100 0.0 7.68 T 43.857 100.000 72.630 to 150.0 0.0 43.857 0.0 101 60.95 0.0 0.0 143.857 0.006 Vel = 0.42 101 346.57 7.68 8E 180.441 455.000 72.636 to 150.0 1 43.857 224.299 0.0 102 407.52 0.0014 0.0 679.299 0.952 Vel = 2.82 102 -877.58 7.68 4E 90.221 545.000 73.588 to 150.0 T 43.857 134.078 0.0 103 -470.06 -0.0018 0.0 679.078 -1.239 Vel= 3.26 103 59.31 7.68 4E 90.221 200.000 72.349 to 150.0 T 43.857 134.078 0.0 104 -410.75 -0.0014 0.0 334.078 -0.475 Vel = 2.84 0.0 -410.75 71.874 K Factor = -48.45 103 -59.31 7.68 4E 90.221 320.000 72.349 to 150.0 T 43.857 134.078 0.0 109 -59.31 0.0 0.0 454.078 -0.018 Vel = 0.41 0.0 -59.31 72.331 K Factor = -6.97 104 -400.72 7.68 T 43.857 135.000 71.874 to 150.0 4E 90.221 134.078 0.0 105 -400.72 -0.0014 0.0 269.078 -0.365 Vel = 2.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 9 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -400.72 71.509 K Factor = -47.39 104 -10.03 7.68 4E 90.221 320.000 71.874 to 150.0 T 43.857 134.078 0.0 108 -10.03 0.0 0.0 454.078 -0.001 Vel = 0.07 0.0 -10.03 71.873 KFactor= -1.18 105 -400.72 7.68 4E 90.221 195.000 71.509 to 150.0 T 43.857 134.078 0.0 106 -400.72 -0.0014 0.0 329.078 -0.447 Vel = 2.78 106 816.62 7.68 T 43.857 120.000 71.062 to 150.0 0.0 43.857 0.0 107 415.9 0.0015 0.0 163.857 0.238 Vel = 2.88 107 0.0 7.68 4E 90.221 260.000 71.300 to 150.0 1 43.857 134.078 0.0 108 415.9 0.0015 0.0 394.078 0.573 Vel = 2.88 108 -10.02 7.68 4E 90.221 195.000 71.873 to 150.0 T 43.857 134.078 0.0 109 405.88 0.0014 0.0 329.078 0.458 Vel = 2.81 109 -59.31 7.68 T 43.857 160.000 72.331 to 150.0 4E 90.221 134.078 0.0 101 346.57 0.0010 0.0 294.078 0.305 Vel = 2.40 0.0 346.57 72.636 K Factor = 40.66 106 -816.63 7.68 F 11.278 210.000 71.062 to 150.0 E 22.555 33.833 0.0 110 -816.63 -0.0051 0.0 243.833 -1.236 Vel = 5.66 110 0.0 7.68 4E 90.221 30.000 69.826 to 150.0 1 43.857 134.078 3.834 * * Fixed Loss = 3.834 111 -816.63 -0.0051 Zcd 0.0 164.078 -0.832 Vel = 5.66 111 -60.95 11.2 T 66.446 1305.000 72.828 to 150.0 0.0 66.446 0.0 112 -877.58 -0.0009 0.0 1371 .446 -1.264 Vel = 2.86 112 0.0 11.2 T 66.446 110.000 71.564 to 150.0 0.0 66.446 0.0 113 -877.58 -0.0009 0.0 176.446 -0.163 Vel = 2.86 113 0.0 7.68 4E 90.221 30.000 71.401 to 150.0 Zcd 0.0 90.221 3.991 * * Fixed Loss = 3.991 114 -877.58 -0.0058 0.0 120.221 -0.696 Vel= 6.08 114 0.0 7.68 E 22.555 125.000 74.696 to 150.0 T 43.857 66.412 0.0 102 -877.58 -0.0058 0.0 191.412 -1.108 Vel = 6.08 0.0 -877.58 73.588 K Factor = -102.30 111 60.95 11.2 2E 59.802 700.000 72.828 to 150.0 0.0 59.802 3.898 FT 60.95 0.0 0.0 759.802 0.005 Vel = 0.20 100.00 Qa = 100.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 10 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 160.95 76.731 KFactor= 18.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : BLUE SAGE Building Location : CARLSBAD, CA System : CALC AREA 4 Contract Data File : CA4 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. :`age BLUE SAGE Date 09/12/16 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Date - 09/12/16 Location - CARLSBAD, CA Building - System No. - CALC AREA 4 Contractor - NP MECHANICAL, INC. Contract No. - Calculated By - M.G. Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - NFPA 13R S Type of Calculation: ( )NFPA 13 Resiaential (X)NFPA 13R ( )NFPA 13D Y Number of Sprinklers Flowing: ( ')l ( )2 ( )4 (X)3 S ( )Other T ( )Specific Ruling Made by Date E 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 - 100 GPM Sprinkler or Nozzle S Additional Flow Added - GPM Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size K-Factor 4.9 G Note: Temperature Rating 165 N Psi Required 36.824 AT BR Overhead Underground Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. other Well Proof Flow GPM Calculation GPM Required 41.10 Summary C-Factor Used: W Water Flow Test: A Date of Test - 03/14/16 T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 75 Flow (GPM) - 5,825 S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. 'JSA 03C87 Water Supply Curve C NP Mechanical, Inc. Page 2 BLUE SAGE Date 09/12/16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 13.426 C2 - Residual Pressure: 59.4 D2 - System Flow : 41.104 C2 - Residual Flow : 3750 D2 - System Pressure : 40.908 Hose (Demand) :100 D3-System Demand :141.104 Safety Margin : 43.634 150 140 130 p120 R 11 E10° s9° e ll s 80 U 70 - C2 R 60 E5° 40 30D3 20 10 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical, Inc. Page 3 BLUE SAGE Date 09/12/16 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 Ball B Ball Milw B-SC10Q E NFPA 13 90' Standard Elbow F NFPA 13 45' Elbow Fsp Flow Switch Potter VSR N * CPVC 90'Ell Harvel-Spears 0 * CPVC Tee - Branch A * CPVC Coupling Tee - Run S NFPA 13 Swiruy Check T NFPA 13 90' Flow thru Tee Zcd Colt C300 Horz Butt 2.25 2 2.5 2.25 10 1 2 2 3 4 5 6 1 1 1 1 2 2 3 Fitting generates a Fixed Loss Based on Flow 7 7 8 9 11 12 3 3 5 6 8 10 12 1 1 1 1 1 1 2 0 0 5 7 9 11 14 3 4 5 6 8 10 12 Fitting generates a Fixed Loss Based oi i Flow 7 8 10 12 14 18 22 27 35 40 45 50 61 3 3 4 5 7 9 11 13 17 19 21 24 28 13 0 0 0 0 0 0 0 0 C) 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 16 19 22 27 32 45 55 65 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diametors. 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 OFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for Cl actors of othcr than 120 and diametors othor Lhari Sulied 40 per NFPA, Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical, Inc. Page 4 BLUE SAGE Date 09/12/16 Node No. Elevation K- Fact Pt Actual P Flow Actual Density Area Press Req. Hi 19.0 10.96 na H2 19.0 11.86 na H3 19.0 11.2 na H4 9.0 22.04 na H5 9.0 22.04 na H6 9.0 22.04 na H7 9.0 22.04 na H8 19.0 4.9 8.83 na 14.56 0.05 256 7.0 H9 19.0 4.9 7.04 na 13.0 0.05 256 7.039 H10 19.0 4.9 7.64 na 13.54 0.05 256 7.0 Di 20.0 10.53 na 1 20.0 10.53 na D3 20.0 10.77 na 2 20.0 10.77 na D2 20.0 11.42 na 3 20.0 11.42 na 4 20.0 13.64 na D10 20.0 8.02 na 5 20.0 8.39 na D9 20.0 7.36 na 6 20.0 8.42 na 7 20.0 13.04 na 8 20.0 17.01 na 9 20.0 11.87 na D8 20.0 9.33 na 10 20.0 9.82 na D4 10.0 21.6 na D5 10.0 21.6 na 11 10.0 21.6 na D6 10.0 21.6 na 12 10.0 21.6 na D7 10.0 21.6 na 13 10.0 21.6 na 15 10.0 20.54 na 14 10.0 21.6 na 16 10.0 24.23 na 17 10.0 24.44 na TR 10.0 24.65 na BR -3.0 36.82 na 100 -3.0 36.89 na 101 -3.0 36.89 na 102 -3.0 37.81 na 103 -3.0 36.58 na 104 -3.0 36.09 na 105 -3.0 35.72 na 106 -3.0 35.26 na 107 -3.0 35.51 na 108 -3.0 36.09 na 109 -3.0 36.56 na 110 -3.0 34.0 na 111 -3.0 37.01 na 112 -3.0 35.77 na 113 -3.0 35.61 na 114 -3.0 38.89 na FT -12.0 40.91 na 100.0 The maximum velocity is 13.02 and it occurs in the pipe between nodes 7 and 8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-WiUiams NP Mechanical, Inc. Page 5 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Re Pv Notes Point 01 Pf/Ft Eqv. Ln. Total Pf Rn Hi 0.0 0.874 N 7.0 1.000 10.959 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 10.526 K Factor = 0 H2 0.0 0.874 N 7.0 1.000 11.856 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 11.422 K Factor =0 H3 0.0 0.874 N 7.0 1.000 11.201 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 10.768 K Factor =0 H4 0.0 0.874 N 7.0 1.000 22.037 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 21.604 K Factor =0 H5 0.0 0.874 0 3.0 1.000 22.037 to 150.0 0.0 3.000 -0.433 D5 0.0 0.0 0.0 4.000 0.0 Vet = 0 0.0 0.0 21.604 K Factor =0 H6 0.0 0.874 N 7.0 1.000 22.037 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 21.604 K Factor =0 H7 0.0 0.874 0 3.0 1.000 22.037 to 150.0 0.0 3.000 -0.433 D7 0.0 0.0 0.0 4.000 0.0 Vet = 0 0.0 0.0 21.604 K Factor = 0 H8 14.56 0.874 N 7.0 1.000 8.831 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D8 14.56 0.1165 0.0 8.000 0.932 Vel = 7.79 0.0 14.56 9.330 K Factor = 4.77 H9 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D9 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H10 13.54 0.874 N 7.0 1.000 7.638 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D10 13.54 0.1019 0.0 8.000 0.815 Vet = 7.24 Computer Programs by Hydatec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 13.54 8.020 K Factor = 4.78 Dl 0.0 0.874 0 3.0 0.583 10.526 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 3.583 0.0 Vel = 0 1 5.08 0.874 0 3.0 11.583 10.526 to 150.0 0.0 3.000 0.0 2 5.08 0.0166 0.0 14.583 0.242 Vel = 2.72 0.0 5.08 10.768 K Factor = 1.55 D3 0.0 0.874 N 7.0 11.083 10.768 to 150.0 R 1.0 11.000 0.0 2 0.0 0.0 0 3.0 22.083 0.0 Vel = 0 2 16.76 0.874 R 1.0 3.333 10.768 to 150.0 0.0 1.000 0.0 3 16.76 0.1509 0.0 4.333 0.654 Vel = 8.96 0.0 16.76 11.422 K Factor = 4.96 D2 0.0 0.874 0 3.0 2.000 11.422 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 5.000 0.0 Vel = 0 3 16.76 0.874 N 7.0 7.667 11.422 to 150.0 0.0 7.000 0.0 4 16.76 0.1511 0.0 14.667 2.216 VeI= 8.96 4 0.0 0.874 N 7.0 10.000 13.638 to 150.0 0.0 7.000 4.331 15 16.76 0.1510 0.0 17.000 2.567 Vel = 8.96 0.0 16.76 20.536 K Factor = 3.70 2 -11.68 0.874 2R 2.0 22.667 10.768 to 150.0 20 6.0 8.000 0.0 5 -11.68 -0.0774 0.0 30.667 -2.375 Vel = 6.25 0.0 -11.68 8.393 K Factor = -4.03 D10 13.54 0.874 0 3.0 0.667 8.020 to 150.0 0.0 3.000 0.0 5 13.54 0.1017 0.0 3.667 0.373 Vel = 7.24 5 -11.68 0.874 0 3.0 5.667 8.393 to 150.0 0.0 3.000 0.0 6 1.86 0.0025 0.0 8.667 0.022 Vel = 0.99 0.0 1.86 8.415 K Factor = 0.64 D9 13.00 0.874 N 7.0 3.167 7.361 to 150.0 R 1.0 8.000 0.0 6 13.0 0.0944 0.0 11.167 1.054 Vel = 6.95 6 1.86 0.874 4R 4.0 31.250 8.415 to 150.0 0 3.0 7.000 0.0 7 14.86 0.1209 0.0 38.250 4.626 Vel = 7.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 7 9.48 0.874 N 7.0 6.167 13.041 to 150.0 0.0 7.000 0.0 8 24.34 0.3014 0.0 13.167 3.968 Vel = 13.02 8 0.0 0.874 R 1.0, 10.000 17.009 to 150.0 0.0 1.000 4.331 TR 24.34 0.3014 0.0 11.000 3.315 Vel= 13.02 0.0 24.34 " 24.655 K Factor = 4.90 7 -9.48 0.874 R 1.0. 14.167 13.041 to 150.0 N 7.0 8.000 0.0 9 -9.48 -0.0526 0.0 22.167 -1.167 Ve1= 5.07 9 0.0 0.874 7R 7.0 31.917 11.874 to 150.0 0.0 7.000 0.0 10 -9.48 -0.0527 0.0 38.917 -2.049. Vet= 5.07 0.0 -9.48 9.825 K Factor = -3.02 D8 14.56 0.874 0 3.0' 1.250 9.330 to 150.0 0.0 3.000 0.0 10 14.56 0.1165 0.0, 4.250 0.495 Ve = 7.79 10 -9.48 0.874 5R 5.0 30.250 9.825 to 150.0 N 7.0 12.000 0.0 1 5.08 0.0166 0.0 42.250 0.701 Vel = 2.72 0.0 5.08 ' 10.526 K Factor = 1.57 D4 0.0 0.874 N 7.0 4.583 21.160z- to 150.0 0 3.0 10.000 0.0 11 0.0 0.0 0.0 14.583 0.0 Vel = 0 0.0 0.0 ' 21.604 K Factor =0 D5 0.0 0.874 0 3.0 9.917 21.604 to 150.0 R 1.0 4.000 0.0 11 0.0 0.0 0.0 13.917 0.0 Vet = 0 11 0.0 0.874 R 1.0 9.500 21.604 to 150.0 0.0 1.000 0.0 12 0.0 0.0 0.0 10.500 0.0 Vel = 0 0.0 0.0 21.604 K Factor = 0 D6 0.0 0.874 0 3.0 6.250 21.604 to 150.0 0.0 3.000 0.0 12 0.0 0.0 0.0 9.250 0.0 Vet = 0 12 0.0 0.874 R 1.0 3.417 21.604 to 150.0 0.0 1.000 0.0 13 0.0 0.0 0.0 4.417 0.0 Vel = 0 0.0 0.0 21.604 K Factor = 0 D7 0.0 0.874 0 3.0 2.917 21.604 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 5.917 0.0 Vel = 0 Computer Programs oy Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. BLUE SAGE Page 8 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 13 0.0 0.874 0 3.0 11.250 21.604 to 150.0 0.0 3.000 0.0 14 0.0 0.0 0.0 14.250 0.0 Vel = 0 0.0 0.0 21.604 K Factor = 0 15 16.76 1.101 4R 4.0 17.750 20.536 to 150.0 0.0 4.000 0.0 14 16.76 0.0491 0.0 21.750 1.068 VeI= 5.65 14 0.0 1.101 5R 5.0 43.500 21.604 to 150.0 0 5.0 10.000 0.0 16 16.76 0.0490 0.0 53.500 2.624 Vel = 5.65 16 0.0 1.394 0 6.0 7.917 24.228 to 150.0 0.0 6.000 0.0 17 16.76 0.0156 0.0 13.917 0.217 Vel = 3.52 17 0.0 1.394 0 6.0 7.500 24.445 to 150.0 0.0 6.000 0.0 TR 16.76 0.0156 0.0 13.500 0.210 Vel = 3.52 0.0 16.76 24.655 K Factor = 3.38 TR 41.10 1.394 3R 3.0 10.000 24.655 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 41.1 0.0818 S 11.11 43.284 3.539 Vel = 8.64 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 36.824 to 150.0 2T 63.728 79.661 0.0 100 41.1 0.0004 0.0 139.661 0.062 Vel = 1.01 100 0.0 7.68 T 43.857 100.000 36.886 to 150.0 0.0 43.857 0.0 101 41.1 0.0 0.0 143.857 0.002 Vel = 0.28 101 358.70 7.68 8E 180.441 455.000 36.888 to 150.0 T 43.857 224.299 0.0 102 399.8 0.0014 0.0 679.299 0.919 Vel = 2.77 102 -867.87 7.68 4E 90.221 545.000 37.807 to 150.0 T 43.857 134.078 0.0 103 -468.07 -0.0018 0.0 679.078 -1.229 Vel = 3.24 103 53.08 7.68 4E 90.221 200.000 36.578 to 150.0 T 43.857 134.078 0.0 104 -414.99 -0.0014 0.0 334.078 -0.484 Vel = 2.87 0.0 -414.99 36.094 K Factor = -69.07 103 -53.08 7.68 4E 90.221 320.000 36.578 to 150.0 1 43.857 134.078 0.0 109 -53.08 0.0 0.0 454.078 -0.015 Vel = 0.37 0.0 -53.08 36.563 K Factor = -8.78 104 -405.68 7.68 T 43.857 135.000 36.094 to 150.0 4E 90.221 134.078 0.0 105 -405.68 -0.0014 0.0 269.078 -0.374 Vel = 2.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 9 BLUE SAGE Date 09/12/16 Hyd. Ref. Qa Dia. "C' Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -405.68 35.720 K Factor = -67.88 104 -9.31 7.68 4E 90.221 320.000 36.094 to 150.0 T 43.857 134.078 0.0 108 -9.31 0.0 0.0 454.078 -0.001 Vel = 0.06 0.0 -9.31 36.093 K Factor = -1.55 105 -405.68 7.68 4E 90.221 195.000 35.720 to 150.0 1 43.857 134.078 0.0 106 -405.68 -0.0014 0.0 329.078 -0.457 Vel = 2.81 106 826.76 7.68 1 43.857 120.000 35.263 to 150.0 0.0 43.857 0.0 107 421.08 0.0015 0.0 163.857 0.243 VeI= 2.92 107 0.0 7.68 4E 90.221 260.000 35.506 to 150.0 T 43.857 134.078 0.0 108 421.08 0.0015 0.0 394.078 0.587 Vel = 2.92 108 -9.31 7.68 4E 90.221 195.000 36.093 to 150.0 T 43.857 134.078 0.0 109 411.77 0.0014 0.0 329.078 0.470 Vol = 2.85 109 -53.08 7.68 1 43.857 160.000 36.563 to 150.0 4E 90.221 134.078 0.0 101 358.69 0.0011 0.0 294.078 0.325 Vol = 2.48 0.0 358.69 36.888 K Factor = 59.06 106 -826.76 7.68 F 11.278 210.000 35.263 to 150.0 E 22.555 33.833 0.0 110 -826.76 -0.0052 0.0 243.833 -1.265 Vol = 5.73 110 0.0 7.68 4E 90.221 30.000 33.998 to 150.0 T 43.857 134.078 3.860 * * Fixed Loss = 3.86 111 -826.76 -0.0052 Zcd 0.0 164.078 -0.851 Vol = 5.73 111 -41.11 11.2 T 66.446 1305.000 37.007 to 150.0 0.0 66.446 0.0 112 -867.87 -0.0009 0.0 1371.446 -1.239 Vel= 2.83 112 0.0 11.2 T 66.446 110.000 35.768 to 150.0 0.0 66.446 0.0 113 -867.87 -0.0009 0.0 176.446 -0.159 Vel= 2.83 113 0.0 7.68 4E 90.221 30.000 35.609 to 150.0 Zcd 0.0 90.221 3.966 * * Fixed Loss = 3.966 114 -867.87 -0.0057 0.0 120.221 -0.682 Vel= 6.01 114 0.0 7.68 E 22.555 125.000 38.893 to 150.0 T 43.857 66.412 0.0 102 -867.87 -0.0057 0.0 191.412 -1.086 Vel = 6.01 0.0 -867.87 37.807 K Factor = -141.15 111 41.10 11.2 2E 59.802 700.000 37.007 to 150.0 0.0 59.802 3.898 FT 41.1 0.0 0.0 759.802 0.003 Vel= 0.13 100.00 Qa= 100.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. LISA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 10 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 141.10 40.908 KFactor= 22.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP MECHANICAL, INC. 9225 STELLAR COURT CORONA, CA 92883 951-667-4220 Job Name : BLUE SAGE Building Location CARLSBAD, CA System ALT.CALC AREA 1 Contract Data File : ALT. CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL, INC. Page BLUE SAGE Date 09/12/16 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Date - C9/12/16 Location - CARLSBAD, CA Building - System No. - ALT.CALC AREA 1 Contractor - NP MECHANICAL, INC. Contract No. - Calculated By - M.G. Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - NFPA 13R S Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R )NE'PA l3D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 S )Other T )Specific Ruling Made by Date E 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 - 100 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.35 Psi Required 28.461 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - 07/7/17 Rated Cap. T Time of Test - 8 Psi E Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Flow (Gpm) - 3,750 S Elevation - P Location: P L Source of Information: Y Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL, INC. Page 2 BLUE SAGE Date 09/12/16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 13.426 C2 - Residual Pressure: 59.4 D2 - System Flow : 26.355 C2 - Residual Flow : 3750 D2 - System Pressure : 32.452 Hose( Demand) :100 D3 - System Demand :126.355 Safety Margin : 52.100 150 140 130 P 120 R° E10° 590 C1 80 U 70 - C2 R 60 E5° 40 30 2003 --Dl— 10 U 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, INC. Page 3 BLUE SAGE Date 09/12/16 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 Ball B Ball Milw BB-SC100 E NFPA 13 90 Standard Elbow F NFPA 13 45 Elbow Fsp Flow Switch Potter VSR N * CPVC 90Ell Harvel-Spears 0 . CPVC Tee - Branch R * CPVC Coupling Tee - Run S NI-I-'A 13 Swing Glieuk I NFPA 13 90 Flow thru Te Zcd Colt C300 Horz Butt 2.25 2 2.5 2.25 10 1 2 2 3 4 5 6 1 1 1 1 2 2 3 Fitting generates a Fixed Loss Based on Flow 7 7 8 9 11 12 3 3 5 6 0 10 12 1 1 1 1 1 1 2 0 0 5 7 9 11 14 3 4 5 6 8 10 12 Fitting generates a Fixed Loss Based on Flow 7 8 10 12 14 18 22 27 35 40 45 50 61 3 3 4 5 7 9 11 13 17 19 21 24 28 13 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1A 19 22 27 32 45 55 65 lb 17 20 25 30 35 50 GO 71 81 91 101 i?l Units Summary Diameter Units Inches Lcngth Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: hitting Legend provides equivalent pipe leiiQLhs for fittings typc3 of various diamoters Equivalent lengths shown are standard for actual diameters of SeIiU 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 Flow Summary - STANDARD NP MECHANICAL, INC. BLUE SAGE Page 4 Date 09/12/16 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 19.0 4.9 7.04 na 13.0 0.05 256 7.039 H2 19.0 4.9 7.43 na 13.35 0.05 256 7.0 H3 19.0 8.69 na H4 9.0 17.27 na H5 9.0 17.27 na H6 9.0 17.27 na H7 9.0 17.27 na H8 19.0 8.83 na H9 19.0 9.26 na H10 19.0 9.14 na Dl 20.0 7.36 na 20.0 7.7 na D3 20.0 8.25 na 2 20.0 8.25 na D2 20.0 7.79 na 3 20.0 8.28 na 4 20.0 10.45 na D10 20.0 8.7 na 5 20.0 8.7 na D9 20.0 8.83 na 6 20.0 8.83 na 7 20.0 9.39 na 8 20.0 10.13 na 9 20.0 9.03 na D8 20.0 8.39 na 10 20.0 8.39 na D4 10.0 16.84 na D5 10.0 16.84 na ii 10.0 16.84 na D6 10.0 16.84 na D7 10.0 16.84 na 13 10.0 16.84 na 15 10.0 17.29 na A 10.0 17.6 na 14 10.0 16.84 na 16 10.0 16.28 na 17 10.0 15.66 na TRA 10.0 18.28 na BR -3.0 28.46 na 100 -3.0 28.49 na 101 -3.0 28.49 na 102 -3.0 29.38 na 103 -3.0 28.16 na 104 -3.0 27.67 na 105 -3.0 27.29 na 106 -3.0 26.83 na 107 -3.0 27.07 na 108 -3.0 27.67 na 109 -3.0 28.15 na 110 -3.0 25.54 na 111 -3.0 28.55 na 112 -3.0 27.33 na 113 -3.0 27.18 na 114 -3.0 30.45 na FT -12.0 32.45 na 100.0 The maximum velocity is 8.86 and it occurs in the pipe between nodes 3 and 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 5 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt 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 13.35 0.874 N 7.0 1.000 7.428 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.35 0.0992 0.0 8.000 0.794 Vel = 7.14 0.0 13.35 7.789 KFactor= 4.78 H3 0.0 0.874 N 7.0 1.000 8.687 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 8.254 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 17.271 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 16.838 K Factor =0 H5 0.0 0.874 0 3.0 1.000 17.271 to 150.0 0.0 3.000 -0.433 D5 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 16.838 K Factor =0 H6 0.0 0.874 N 7.0 1.000 17.271 to 150.0 0.0 7.000 -0.433 D6 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 16.838 K Factor = 0 H7 0.0 0.874 N 7.0 1.000 17.271 to 150.0 0.0 7.000 -0.433 D7 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 16.838 K Factor = 0 H8 0.0 0.874 N 7.0 1.000 8.825 to 150.0 0.0 7.000 -0.433 D8 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 8.392 K Factor = 0 H9 0.0 0.874 N 7.0 1.000 9.265 to 150.0 0.0 7.000 -0.433 D9 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 8.832 K Factor = 0 H10 0.0 0.874 N 7.0 1.000 9.138 to 150.0 0.0 7.000 -0.433 D10 0.0 0.0 0.0 8.000 0.0 Vel = 0 CompLter Programs by Hydatec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 6 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 8.705 K Factor = 0 Dl 13.00 0.874 0 3.0 0.583 7.361 to 150.0 0.0 3.000 0.0 1 13.0 0.0943 0.0 3.583 0.338 Vel = 6.95 1 -5.05 0.874 0 3.0 11.583 7.699 to 150.0 0.0 3.000 0.0 2 7.95 0.0381 0.0 14.583 0.555 Vol = 4.25 0.0 7.95 8.254 K Factor = 2.77 D3 0.0 0.874 N 7.0 11.083 8.254 to 150.0 R 1.0 11.000 0.0 2 0.0 0.0 0 3.0 22.083 0.0 Vol = 0 2 3.20 0.874 R 1.0 3.333 8.254 to 150.0 0.0 1.000 0.0 3 3.2 0.0072 0.0 4.333 0.031 Vel = 1.71 0.0 3.20 8.285 K Factor = 1.11 D2 13.35 0.874 0 3.0 2.000 7.789 to 150.0 0.0 3.000 0.0 3 13.35 0.0992 0.0 5.000 0.496 Vol = 7.14 3 3.21 0.874 N 7.0 7.667 8.285 to 150.0 0.0 7.000 0.0 4 16.56 0.1477 0.0 14.667 2.166 Vol = 8.86 4 0.0 0.874 N 7.0 10.000 10.451 to 150.0 0.0 7.000 4.331 15 16.56 0.1476 0.0 17.000 2.510 Vol = 8.86 0.0 16.56 17.292 K Factor = 3.98 2 4.75 0.874 2R 2.0 22.667 8.254 to 150.0 20 6.0 8.000 0.0 5 4.75 0.0147 0.0 30.667 0.451 Vel = 2.54 0.0 4.75 8.705 K Factor = 1.61 D10 0.0 0.874 0 3.0 0.667 8.705 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 3.667 0.0 Vol = 0 5 4.75 0.874 0 3.0 5.667 8.705 to 150.0 0.0 3.000 0.0 6 4.75 0.0147 0.0 8.667 0.127 Vet = 2.54 0.0 4.75 8.832 K Factor = 1.60 D9 0.0 0.874 N 7.0 3.167 8.832 to 150.0 R 1.0 8.000 0.0 6 0.0 0.0 0.0 11.167 0.0 Vol = 0 6 4.75 0.874 4R 4.0 31.250 8.832 to 150.0 0 3.0 7.000 0.0 7 4.75 0.0147 0.0 38.250 0.561 Vol = 2.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wiliams NP MECHANICAL, INC. Page 7 BLUE SAGE Date 09/12/16 Hyd. . Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 5.05 0.874 N 7.0 6.167 9.393 to 150.0 0.0 7.000 0.0 8 9.8 0.0560 0.0 13.167 0.737 Vel = 5.24 8 0.0 0.874 R 1.0 10.000 10.130 to 150.0 0,0 1.000 8.662 8A 9.8 0.0560 0.0 11.000 0.616 VeI= 5.24 0.0 9.80 19.408 K Factor = 2.22 7 -5.05 0.874 R 1.0 14.167 9.393 to 150.0 N 7.0 8.000 0.0 9 -5.05 -0.0164 0.0 22.167 -0.363 Vel = 2.70 9 0.0 0.874 7R 7.0 31.917 9.030 to 150.0 0.0 7.000 0.0 10 -5.05 -0.0164 0.0 38.917 -0.638 Vel = 2.70 0.0 -5.05 8.392 K Factor = -1.74 D8 0.0 0.874 0 3.0 1.250 8.392 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 4.250 0.0 Vel = 0 10 -5.05 0.874 5R 5.0 30.250 8.392 to 150.0 N 7.0 12.000 0.0 1 -5.05 -0.0164 0.0 42.250 -0.693 Vel = 2.70 0.0 -5.05 7.699 K Factor = -1.82 D4 0.0 0.874 N 7.0 6.333 16.838 to 150.0 0 3.0 10.000 0.0 11 0.0 0.0 0.0 16.333 0.0 Vel =O 0.0 0.0 16.838 K Factor =O D5 0.0 0.874 0 3.0 4.583 16.838 to 150.0 R 1.0 4.000 0.0 11 0.0 0.0 0.0 8.583 0.0 Vel = 0 11 0.0 0.874 R 1.0 13.833 16.838 to 150.0 0.0 1.000 0.0 13 0.0 0.0 0.0 14.833 0.0 Vel = 0 0.0 0.0 16.838 K Factor = C) D6 0.0 0.874 0 3.0 7.333 16.838 to 150.0 0.0 3.000 0.0. 13 0.0 0.0 0.0 10.333 0.0 Vel = 0 0.0 0.0 16.838 K Factor = 0 D7 0.0 0.874 0 3.0 3.833 16.838 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 6.833 0.0 Vel = 0 13 0.0 0.874 0 3.0 9.833 16.838 to 150.0 0.0 3.000 0.0 14 0.0 0.0 0.0 12.833 0.0 Vel = 0 Computer Programs by Hv1ratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. BLUE SAGE Page 8 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 16.838 K Factor = 0 15 16.56 1.101 0 5.0 1.417 17.292 to 150.0 0.0 5.000 0.0 A 16.56 0.0480 0.0 6.417 0.308 Vel = 5.58 A -26.36 1.101 613 6.0 35.917 17.600 to 150.0 0.0 6.000 0.0 14 -9.8 -0.0182 0.0 41.917 -0.762 Vel = 3.30 14 0.0 1.101 2R 2.0 23.917 16.838 to 150.0 0 5.0 7.000 0.0 16 -9.8 -0.0182 0.0 30.917 -0.563 Vel = 3.30 16 0.0 0.874 0 3.0 7.917 16.275 to 150.0 0.0 3.000 0.0 17 -9.8 -0.0560 0.0 10.917 -0.611 Vel= 5.24 17 0.0 0.874 0 3.0 7.500 15.664 to 150.0 0.0 3.000 4.331 8A -9.8 -0.0559 0.0 10.500 -0.587 Vel = 5.24 0.0 -9.80 19.408 K Factor = -2.22 A 26.35 1.394 R 1.0 9.833 17.600 to 150.0 N 8.0 9.000 0.0 TRA 26.35 0.0359 0.0 18.833 0.676 Vel = 5.54 0.0 26.35 18.276 K Factor = 6.16 TRA 26.35 1.394 3R 3.0 10.000 18.276 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 26.35 0.0359 S 11.11 43.284 1.555 Vel = 5.54 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 28.461 to 150.0 2T 63.728 79.661 0.0 100 26.35 0.0002 0.0 139.661 0.028 Vel = 0.65 100 0.0 7.68 T 43.857 100.000 28.489 to 150.0 0.0 43.857 0.0 101 26.35 0.0 0.0 143.857 0.001 Vel = 0.18 101 367.63 7.68 8E 180.441 455.000 28.490 to 150.0 T 43.857 224.299 0.0 102 393.98 0.0013 0.0 679.299 0.894 Vel = 2.73 102 -860.58 7.68 4E 90.221 545.000 29.384 to 150.0 T 43.857 134.078 0.0 103 -466.6 -0.0018 0.0 679.078 -1.222 Vel= 3.23 103 48.44 7.68 4E 90.221 200.000 28.162 to 150.0 1 43.857 134.078 0.0 104 -418.16 -0.0015 0.0 334.078 -0.491 Vel = 2.90 0.0 -418.16 27.671 K Factor = -79.49 103 -48.44 7.68 4E 90.221 320.000 28.162 to 150.0 T 43.857 134.078 0.0 109 -48.44 0.0 0.0 454.078 -0.013 Vel = 0.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 9 BLUE SAGE Date 09/12/16 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -48.44 28.149 K Factor= -9.13 104 -409.34 7.68 T 43.857 135.000 27.671 to 150.0 4E 90.221 134.078 0.0 105 -409.34 -0.0014 0.0 269.078 -0.380 Vet = 2.83 0.0 -409.34 27.291 K Factor = -78.36 104 -8.83 7.68 4E 90.221 320.000 27.671 to 150.0 T 43.857 134.078 0.0 108 -8.83 0.0 0.0 454.078 -0.001 Vet = 0.06 0.0 -8.83 27.670 K Factor = -1.68 105 -409.34 7.68 4E 90.221 195.000 27.291 to 150.0 T 43.857 134.078 0.0 106 -409.34 -0.0014 0.0 329.078 -0.465 Vet = 2.83 106 834.23 7.68 T 43.857 120.000 26.826 to 150.0 0.0 43.857 0.0 107 424.89 0.0015 0.0 163.857 0.248 Vet = 2.94 107 0.0 7.68 4E 90.221 260.000 27.074 to 150.0 T 43.857 134.078 0.0 108 424.89 0.0015 0.0 394.078 0.596 Vet = 2.94 108 -8.83 7.68 4E 90.221 195.000 27.670 to 150.0 T 43.857 134.078 0.0 109 416.06 0.0015 0.0 329.078 0.479 Vet = 2.88 109 -48.44 7.68 T 43.857 160.000 28.149 to 150.0 4E 90.221 134.078 0.0 101 367.62 0.0012 0.0 294.078 0.341 Vet = 2.55 0.0 367.62 28.490 K Factor = 68.87 106 -834.22 7.68 F 11.278 210.000 26.826 to 150.0 E 22.555 33.833 0.0 110 -834.22 -0.0053 0.0 243.833 -1.286 Vet = 5.78 110 0.0 7.68 4E 90.221 30.000 25.540 to 150.0 T 43.857 134.078 3.878 * * Fixed Loss = 3.878 111 -834.22 -0.0053 Zed 0.0 164.078 -0.865 Vet = 5.78 111 -26.36 11.2 T 66.446 1305.000 28.553 to 150.0 0.0 66.446 0.0 112 -860.58 -0.0009 0.0 1371.446 -1.219 Vet= 2.80 112 0.0 11.2 T 66.446 110.000 27.334 to 150.0 0.0 66.446 0.0 113 -860.58 -0.0009 0.0 176.446 -0.157 Vet = 2.80 113 0.0 7.68 4E 90.221 30.000 27.177 to 150.0 Zcd 0.0 90.221 3.948 * * Fixed Loss = 3.948 114 -860.58 -0.0056 0.0 120.221 -0.672 Vet = 5.96 114 0.0 7.68 E 22.555 125.000 30.453 to 150.0 T 43.857 66.412 0.0 102 -860.58 -0.0056 0.0 191.412 -1.069 Vet = 5.96 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 10 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 'C' or Ftng's Fe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -860.58 29.384 K Factor = -158.76 111 26.35 11.2 2E 59.802 700.000 28.553 to 150.0 0.0 59.802 3.898 FT 26.35 0.0 0.0 759.802 0.001 Vel = 0.09 100.00 Qa = 100.00 126.35 32.452 K Factor = 22.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP MECHANICAL, INC. 9225 STELLAR COURT CORONA, CA 92883 951-667-4220 Job Name : BLUE SAGE Building Location : CARLSBAD, CA System : ALT.CALC AREA 2 Contract Data File : ALT. CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL, INC. Page BLUE SAGE Date 09/12/16 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Location - CARLSBAD, CA Building - Contractor - NP MECHANICAL; INC. Calculated By - M.G. Construction: ( ) Combustible OCCUPANCY - NFPA 13R Date - 09/12/16 System. No. - ALT.CALC AREA 2 Contract No. - Drawing No. - Non-Combustible Ceiling Height 9'-0" Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R )NFPA 130 Number of Sprinklers Flowing: (X)l ( )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm Listed Pres. at Start Point - 16.7 Psi MAXIMUM LISTED SPACING 20 x 20 Domestic Flow Added - 100 Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - Feet Note: Calculation Gpm Required 20.02 Psi Required 40.205 AT BR Summary C-Factor Used: Overhead Underground S Y S T E M D E S I G N System Type * (X) Wet ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RF49 Size K-Factor 4.9 Temperature Rating 165 Pump Data: Tank or Reservoir:. Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm W Water Flow Test: A Date of Test - 07/7/17 T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3,750 S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. LISA 03087 Water Supply Curve C NP MECHANICAL, INC. Page 2 BLUE SAGE Date 09/12/16 City Water Suppiy: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 13.426 C2 - Residual Pressure: 59.4 D2 - System Flow : 20.024 C2 - Residual Flow : 3750 D2 - System Pressure : 44.161 Hose ( Demand) :100 D3 - System Demand :120.024 Safety Margin : 40.396 150 140 130 p120 R11° F10° 90 --Cl- 580 U 70 - C2 R 60 E5° D3 40 30 20 - 10 --- - 400 800 1200 1600 2000 2400 2800 3200 3600 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP MECHANICAL, INC. Page 3 BLUE SAGE Date 09/12/16 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 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 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* CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 T NFPA139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 Zcd Colt C300 Horz Butt Fitting generates a Fixed Loss Based on Flow 14 18 22 27 35 40 45 50 61 7 9 11 13 17 19 21 24 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 45 55 65 30 35 50 60 71 81 91 101 121 Urits Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute 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, INC. BLUE SAGE Node No. Elevation K-Fact Pt Actual Pn Hi 19.0 23.13 na H2 19.0 23.39 na H3 19.0 4.9 16.7 na H4 9.0 30.19 na H5 9.0 30.19 na H6 9.0 30.19 na H7 9.0 30.19 na H8 19.0 23.45 na H9 19.0 23.48 na H10 19.0 23.38 na Dl 20.0 22.7 na 1 20.0 22.7 na D3 20.0 17.95 na 2 20.0 22.58 na D2 20.0 22.96 na 3 20.0 22.96 na 4 20.0 24.24 na D10 20.0 22.94 na 5 20.0 22.94 na D9 20.0 23.04 na 6 20.0 23.04 na 7 20.0 23.49 na 8 20.0 23.95 na 9 20.0 23.32 na D8 20.0 23.02 na 10 20.0 23.02 na D4 10.0 29.76 na D5 10.0 29.76 na 11 10.0 29.76 na D6 10.0 29.76 na D7 10.0 29.76 na 13 10.0 29.76 na 15 10.0 30.05 na A 10.0 30.23 na 14 10.0 29.76 na 16 10.0 29.41 na 17 10.0 29.03 na TRA 10.0 30.64 na BR -3.0 40.2 na 100 -3.0 40.22 na 101 -3.0 40.22 na 102 -3.0 41.1 na 103 -3.0 39.89 na 104 -3.0 39.39 na 105 -3.0 39.01 na 106 -3.0 38.54 na 107 -3.0 38.79 na 108 -3.0 39.39 na 109 -3.0 39.87 na 110 -3.0 37.25 na 111 -3.0 40.26 na 112 -3.0 39.05 na 113 -3.0 38.9 na 114 -3.0 42.17 na FT -12.0 44.16 na Page 4 Date 09/12/16 Flow Density Area Press ctual Req. 20.02 0.05 400 16.7 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, INC. Page 5 BLUE SAGE Date 09/12/16 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 23.128 to 150.0 0.0 7.000 -0.433 Dl 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.695 K Factor =0 H2 0.0 0.874 N 7.0 1.000 23.393 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 22.960 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 1.69 VeI= 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 N 7.0 1.000 30.192 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 29.758 K Factor =0 H5 0.0 0.874 0 3.0 1.000 30.12 to 150.0 0.0 3.000 -0.433 - D5 0.0 -0.0002 0.0 4.000 -0.031 Vel = 0 0.0 0.0 29.758 H6 0.0 0.874 N 7.0 1.000 30.192 to 150.0 0.0 7.000 -0.433 D6 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 29.758 H7 0.0 0.874 N 7.0 1.000 30.192 to 150.0 0.0 7.000 -0.433 D7 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 29.758 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 H8 0.0 0.874 N 7.0 1.000 23.455 to 150.0 0.0 7.000 -0.433 D8 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 23.022 K Factor = 0 H9 0.0 0.874 N 7.0 1.000 23.478 to 150.0 0.0 7.000 -0.433 D9 0.0 -0.0001 0.01 8.000 -0.001 Vel = 0 0.0 0.0 23.044 K Factor = 0 H10 0.0 0.874 N 7.0 1.000 23.376 to 150.0 0.0 7.000 -0.433 D10 0.0 0.0 0.0 8.000 0.0 Vel =0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. JEA 02387 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 6 BLUE SAGE Date 09/12/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 22.943 K Factor = 0 Dl 0.0 0.874 0 3.0 0.583 22.695 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 3.583 0.0 Vet = 0 1 -3.36 0.874 0 3.0 11.583 22.695 to 150.0 0.0 3.000 0.0 2 -3.36 -0.0077 0.0 14.583 -0.113 Vet= 1.80 0.0 -3.36 22.582 K Factor = -0.71 D3 20.02 0.874 N 7.0 11.083 17.946 to 150.0 R 1.0 11.000 0.0 2 20.02 0.2099 0 3.0 22.083 4.636 Vet = 10.71 2 -7.57 0.874 R 1.0 3.333 22.582 to 150.0 0.0 1.000 0.0 3 12.45 0.0872 0.0 4.333 0.378 Vet = 6.66 0.0 12.45 22.960 K Factor = 2.60 D2 0.0 0.874 0 3.0 2.000 22.960 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 5.000 0.0 Vet = 0 3 12.45 0.874 N 7.0 7.667 22.960 to 150.0 0.0 7.000 0.0 4 12.45 0.0871 0.0 14.667 1.278 Vet = 6.66 4 0.0 0.874 N 7.0 10.000 24.238 to 150.0 0.0 7.000 4.331 15 12.45 0.0871 0.0 17.000 1.481 Vet = 6.66 0.0 12.45 30.050 K Factor = 2.27 2 4.21 0.874 2R 2.0 22.667 22.582 to 150.0 20 6.0 8.000 0.0 5 4.21 0.0118 0.0 30.667 0.361 Vet= 2.25 0.0 4.21 22.943 K Factor = 0.88 D10 0.0 0.874 0 3.0 0.667 22.943 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 3.667 0.0 Vet = 0 5 4.21 0.874 0 3.0 5.667 22.943 to 150.0 0.0 3.000 0.0 6 4.21 0.0117 0.0 8.667 0.101 Vet = 2.25 0.0 4.21 23.044 K Factor = 0.88 D9 0.0 0.874 N 7.0 3.167 23.044 to 150.0 R 1.0 8.000 0.0 6 0.0 0.0 0.0 11.167 0.0 Vet=0 6 4.21 0.874 4R 4.0 31.250 23.044 to 150.0 0 3.0 7.000 0.0 7 4.21 0.0118 0.0 38.250 0.450 Vet = 2.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wilianis NP MECHANICAL, INC. Page 7 BLUE SAGE Date 09/12/16 Hyd. Ref. Qa Dia. "C' Fitting or Pipe Ftng's Pt Pt Fe RV Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pr 7 3.37 0.874 N 7.0 6.167 23.494 to 150.0 0.0 7.000 0.0 8 7.58 0.0348 0.0 13.167 0.458 VeI = 4.05 8 0.0 0.874 R 1.0 10.000 23.952 to 150.0 0.0 1.000 8.662 8A 7.58 0.0347 0.0 11.000 0.382 Vet = 4.05 0.0 7.58 32.996 K Factor = 1.32 7 -3.36 0.874 R 1.0 14.167 23.494 to 150.0 N 7.0 8.000 0.0 9 -3.36 -0.0078 0.0 22.167 -0.172 VeI= 1.80 9 0.0 0.874 7R 7.0 31.917 23.322 to 150.0 0.0 7.000 0.0 10 -3.36 -0.0077 0.0 38.917 -0.300 VeI= 1.80 0.0 -3.36 23.022 K Factor = -0.70 D8 0.0 0.874 0 3.0 1.250 23.022 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 4.250 0.0 Vet = 0 10 -3.36 0.874 5R 5.0 30.250 23.022 to 150.0 N 7.0 12.000 0.0 1 -3.36 -0.0077 0.0 42.250 -0.327 Vet = 1.80 0.0 -3.36 22.695 K Factor = 0.71 D4 0.0 0.874 N 7.0 6.333 29.758 to 150.0 0 3.0 10.000 0.0 11 0.0 0.0 0.0 16.333 0.0 Vet = 0 0.0 0.0 29.758 K Factor = 0 D5 0.0 0.874 0 3.0 4.583 29.758 to 150.0 R 1.0 4.000 0.0 11 0.0 0.0 0.0 8.583 0.0 Vet = 0 11 0.0 0.874 R 1.0 13.833 29.758 to 150.0 0.0 1.000 0.0 13 0.0 0.0 0.0 14.833 0.0 Vet = 0 0.0 0.0 29.758 K Factor = C D6 0.0 0.874 0 3.0 7.333 29.758 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 10.333 0.0 Vet = 0 0.0 1 0.0 29.758 K Factor = 0 D7 0.0 0.874 0 3.0 3.833 29.758 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 6.833 0.0 Vet = 0 13 0.0 0.874 0 3.0 9.833 29.758 to 150.0 0.0 3.000 0.0 14 0.0 0.0 0.0 12.833 0.0 Vel = 0 Computer Pograms by Hydratec Inc. Route 111 Windham N.H. USA M087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 8 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 29.758 K Factor = 0 15 12.45 1.101 0 5.0 1.417 30.050 to 150.0 0.0 5.000 0.0 A 12.45 0.0284 0.0 6.417 0.182 Vel = 4.20 A -20.03 1.101 6R 6.0 35.917 30.232 to 150.0 0.0 6.000 0.0 14 -7.58 -0.0113 0.0 41.917 -0.474 VeI= 2.55 14 0.0 1.101 2R 2.0 23.917 29.758 to 150.0 0 5.0 7.000 0.0 16 -7.58 -0.0113 0.0 30.917 -0.349 Vet= 2.55 16 0.0 0.874 0 3.0 7.917 29.409 to 150.0 0.0 3.000 0.0 17 -7.58 -0.0347 0.0 10.917 -0.379 Vel = 4.05 17 0.0 0.874 0 3.0 7.500 29.030 to 150.0 0.0 3.000 4.331 8A -7.58 -0.0348 0.0 10.500 -0.365 Vel = 4.05 0.0 -7.58 32.996 K Factor = -1.32 A 20.02 1.394 R 1.0 9.833 30.232 to 150.0 N 8.0 9.000 0.0 TRA 20.02 0.0216 0.0 18.833 0.407 Vel = 4.21 0.0 20.02 30.639 K Factor = 3.62 TRA 20.02 1.394 313 3.0 10.000 30.639 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 20.02 0.0216 S 11.11 43.284 0.936 Vel = 4.21 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 40.205 to 150.0 2T 63.728 79.661 0.0 100 20.02 0.0001 0.0 139.661 0.016 Vet = 0.49 100 0.0 7.68 T 43.857 100.000 40.221 to 150.0 0.0 43.857 0.0 101 20.02 0.0 0.0 143.857 0.001 Vet = 0.14 101 371.37 7.68 8E 180.441 455.000 40.222 to 150.0 T 43.857 224.299 0.0 102 391.39 0.0013 0.0 679.299 0.883 Vet = 2.71 102 -857.27 7.68 4E 90.221 545.000 41.105 to 150.0 1 43.857 134.078 0.0 103 -465.88 -0.0018 0.0 679.078 -1.219 Vet = 3.23 103 46.43 7.68 4E 90.221 200.000 39.886 to 150.0 T 43.857 134.078 0.0 104 -419.45 -0.0015 0.0 334.078 -0.494 Vet = 2.91 0.0 -419.45 39.392 K Factor = -66.83 103 -46.43 7.68 4E 90.221 320.000 39.886 to 150.0 1 43.857 134.078 0.0 109 -46.43 0.0 0.0 454.078 -0.011 Vet = 0.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-W Iliams NP MECHANICAL, INC. Page 9 BLUE SAGE Date 09/12/16 Hyd. Ref. Qa Dia. "C" Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 -46.43 39.875 K Factor = -7.35 104 -410.82 7.68 T 43.857 135.000 39.392 to 150.0 4E 90.221 134.078 0.0 105 -410.82 -0.0014 0.0 269.078 -0.382 Vel = 2.85 0.0 -410.82 39.010 K Factor = -65.78 104 -8.63 7.68 4E 90.221 320.000 39.392 to 150.0 T 43.857 134.078 0.0 108 -8.63 0.0 0.0 454.078 0.0 Vel = 0.06 0.0 -8.63 39.392 K Factor = -1.38 105 -410.82 7.68 4E 90.221 195.000 39.010 to 150.0 T 43.857 134.078 0.0 106 -410.82 -0.0014 0.0 329.078 -0.468 Vet = 2.85 106 837.25 7.68 T 43.857 120.000 38.542 to 150.0 0.0 43.857 0.0 107 426.43 0.0015 0.0 163.857 0.250 Vet = 2.95 107 0.0 7.68 4E 90.221 260.000 38.792 to 150.0 T 43.857 134.078 0.0 108 426.43 0.0015 0.0 394.078 0.600 Vel = 2.95 108 -8.63 7.68 4E 90.221 195.000 39.392 to 150.0 T 43.857 134.078 0.0 109 417.8 0.0015 0.0 329.078 0.483 Vel = 2.89 109 -46.43 7.68 T 43.857 160.000 39.875 to 150.0 4E 90.221 134.078 0.0 101 371.37 0.0012 0.0 294.078 0.347 Vel= 2.57 0.0 371.37 40.222 K Factor = 58.56 106 -837.25 7.68 F 11.278 210.000 38.542 to 150.0 E 22.555 33.833 0.0 110 -837.25 -0.0053 0.0 243.833 -1.294 VeI= 5.80 110 0.0 7.68 4E 90.221 30.000 37.248 to 150.0 T 43.857 134.078 3.886 * * ixed Loss = 3.886 111 -837.25 -0.0053 Zcd 0.0 164.078 -0.872 Vel= 5.80 111 -20.03 11.2 T 66.446 1305.000 40.262 to 150.0 0.0 66.446 0.0 112 -857.28 -0.0009 0.0 1371.446 -1.210 V&= 2.79 112 0.0 11.2 T 66.446 110.000 39.052 to 150.0 0.0 66.446 0.0 113 -857.28 -0.0009 0.0 176.446 -0.156 Ve = 2.79 113 0.0 7.68 4E 90.221 30.000 38.896 to 150.0 Zcd 0.0 90.221 3.937 * * Fixed Loss = 3.937 114 -857.28 -0.0055 0.0 120.221 -0.667 Ve = 5.94 114 0.0 7.68 F 22.555 125.000 42.166 to 150.0 1 43.857 66.412 0.0 102 -857.28 -0.0055 0.0 191.412 -1.061 Ve = 5.94 0.0 . Computer Programs by IHydratec Inc. Route 111 Windham N.H. USA C3087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 10 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -857.28 41.105 K Factor =-133.71 111 20.02 11.2 2E 59.802 700.000 40.262 to 150.0 0.0 59.802 3.898 FT 20.02 0.0 0.0 759.802 0.001 Vel = 0.07 100.00 Qa= 100.00 120.02 44.161 K Factor = 18.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP MECHANICAL, INC. 9225 STELLAR COURT CORONA, CA 92883 951-667-4220 Job Name : BLUE SAGE ATTHE PRESERVE Building Location CARLSBAD, CA System : ALT.CALC AREA 3 Contract Data File : ALT. CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL, INC. Fage BLUE SAGE AT THE PRESERVE Date 09/12/16 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Location - CARLSBAD, CA Building - Contractor - NP MECHANICAL, INC. Calculated By - M.G. Construction: ( ) Combustible OCCUPANCY - NFPA 13R Date - 09/12/16 System No. - ALT.CALC AREA 3 Contract No. - Drawing No. - Non-Combustible Ceiling Height 9'-0" Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )l ( )2 (X)4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 100 Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - Feet Note: Calculation Gpm Required 60.97 Psi Required 68.194 AT BR Summary C-Factor Used: Overhead Underground S Y S T E M D E S I G N System Type (X) Wet ( ) Dry Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size K-Factor 4.9 Temperature Rating 165 W Water Flow Test: A Date of Test - 7/7/17 T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 66 Flow (Gpm) - 3,750 S Elevation - P Location: P L Source of Information: Y Pump Data: Rated Cap. 8 Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. JSA 03087 Water Supply Curve C NP MECHANICAL, INC. Page 2 BLUE SAGE AT THE PRESERVE Date 09/12/16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 9.095 C2 - Residual Pressure: 59.4 D2 - System Flow :60.968 C2 - Residual Flow : 3750 D2 - System Pressure : 72.423 Hose ( Demand) :100 D3 - System Demand :160.968 Safety Margin : 12.102 150 140 130 p120 R11° E10° s 9° CI 80 U 70 D3 ' - C2 R 60 E5° 40 30 20 10 s__s ........ I I I I I I 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, INC. Page 3 BLUE SAGE AT THE PRESERVE Date 09/12/16 Fitting Legend Abbrev. Name ½ ~ 1 11/4 1V2 2 2½ 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 S NFPA 13Swinq Check 0 0 5 7 9 11 14 16 19 22 1 NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 Zcd Colt 0300 Horz Butt Fitting generates i Fivi Iv kcr1 nn Flnw 12 14 18 22 27 35 40 45 50 61 5 7 9 11 13 17 19 21 24 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 32 45 55 65 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US (allons per Minute 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 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, INC. Page 4 BLUE SAGE AT THE PRESERVE Date 09/12/16 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. Hi 19.0 40.44 na H2 19.0 41.3 na H3 19.0 40.81 na H4 9.0 4.9 7.04 na 13.0 0.05 256 7.039 H5 9.0 4.9 8.0 na 13.86 0.05 256 7.039 H6 9.0 4.9 11.89 na 16.89 0.05 256 7.0 H7 9.0 4.9 12.34 na 17.21 0.05 256 7.0 H8 19.0 39.37 na H9 19.0 39.29 na H10 19.0 39.63 na Dl 20.0 40.0 na 20.0 40.0 na D3 20.0 40.37 na 2 20.0 40.37 na D2 20.0 40.86 na 3 20.0 40.86 na 4 20.0 42.53 na D10 20.0 39.19 na 5 20.0 39.19 na D9 20.0 38.86 na 6 20.0 38.86 na 7 20.0 37.39 na 8 20.0 35.89 na 9 20.0 37.95 na D8 20.0 38.94 na 10 20.0 38.94 na D4 10.0 7.36 na D5 10.0 7.99 na 11 10.0 8.9 na D6 10.0 12.68 na D7 10.0 13.18 na 13 10.0 14.26 na 15 10.0 48.8 na A 10.0 49.03 na 14 10.0 35.4 na 16 10.0 36.54 na 17 10.0 37.78 na TRA 10.0 52.23 na BR -3.0 68.19 na 100 -3.0 68.32 na 101 -3.0 68.33 na 102 -3.0 69.28 na 103 -3.0 68.04 na 104 -3.0 67.57 na 105 -3.0 67.2 na 106 -3.0 66.75 na 107 -3.0 66.99 na 108 -3.0 67.57 na 109 -3.0 68.02 na 110 -3.0 65.52 na 111 -3.0 68.52 na 112 -3.0 67.26 na 113 -3.0 67.09 na 114 -3.0 70.39 na FT -12.0 72.42 na 100.0 The maximum velocity is 32.6 and it occurs in the pipe between nodes 13 and 14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 5 BLUE SAGE AT THE PRESERVE Date 09/12/16 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 40.437 to 150.0 0.0 7.000 -0.433 Dl 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 40.004 K Factor =0 H2 0.0 0.874 N 7.0 1.000 41.298 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 40.865 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 40.805 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 40.372 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 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H5 13.86 0.874 0 3.0 1.000 7.999 K Factor =4.90 to 150.0 0.0 3.000 -0.433 D5 13.86 0.1062 0.0 4.000 0.425 Vel = 7.41 0.0 13.86 7.991 K Factor = 4.90 H6 16.89 0.874 N 7.0 1.000 11.887 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D6 16.89 0.1532 0.0 8.000 1.226 Vel = 9.03 0.0 16.89 12.680 K Factor = 4.74 H7 17.22 0.874 N 7.0 1.000 12.343 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D7 17.22 0.1588 0.0 8.000 1.270 Vel = 9.21 0.0 17.22 13.180 K Factor = 4.74 H8 0.0 0.874 N 7.0 1.000 39.368 to 150.0 0.0 7.000 -0.433 D8 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 38.935 K Factor = 0 H9 0.0 0.874 N 7.0 1.000 39.294 to 150.0 0.0 7.000 -0.433 D9 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 38.861 K Factor = 0 HiO 0.0 0.874 N 7.0 1.000 39.627 to 150.0 0.0 7.000 -0.433 D10 0.0 0.0 0.0 8.000 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 6 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C.'or Ftng's Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 39.194 K Factor = 0 Dl 0.0 0.874 0 3.0 0.583 40.004 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 3.583 0.0 Vet = 0 1 6.38 0.874 0 3.0 11.583 40.004 to 150.0 0.0 3.000 0.0 2 6.38 0.0252 0.0 14.583 0.368 Vet = 3.41 0.0 6.38 40.372 K Factor = 1.00 D3 0.0 0.874 N 7.0 11.083 40.372 to 150.0 R 1.0 11.000 0.0 2 0.0 0.0 0 3.0 22.083 0.0 Vet = 0 2 14.37 0.874 R 1.0 3.333 40.372 to 150.0 0.0 1.000 0.0 3 14.37 0.1138 0.0 4.333 0.493 Vel= 7.68 0.0 14.37 40.865 K Factor = 2.25 D2 0.0 0.874 0 3.0 2.000 40.865 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 5.000 0.0 Vet = 0 3 14.37 0.874 N 7.0 7.667 40.865 to 150.0 0.0 7.000 0.0 4 14.37 0.1137 0.0 14.667 1.667 Vet= 7.68 4 0.0 0.874 N 7.0 10.000 42.532 to 150.0 0.0 7.000 4.331 15 14.37 0.1137 0.0 17.000 1.933 Vet = 7.68 0.0 14.37 48.796 K Factor = 2.06 2 -8.00 0.874 2R 2.0 22.667 40.372 to 150.0 20 6.0 8.000 0.0 5 -8.0 -0.0384 0.0 30.667 -1.178 Vet = 4.28 0.0 -8.00 39.194 K Factor = -1.28 D10 0.0 0.874 0 3.0 0.667 39.194 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 3.667 0.0 Vet = 0 5 -8.00 0.874 0 3.0 5.667 39.194 to 150.0 0.0 3.000 0.0 6 -8.0 -0.0384 0.0 8.667 -0.333 Vet = 4.28 0.0 -8.00 38.861 K Factor = -1.28 D9 0.0 0.874 N 7.0 3.167 38.861 to 150.0 R 1.0 8.000 0.0 6 0.0 0.0 0.0 11.167 0.0 Vel=0 6 -8.00 0.874 4R 4.0 31.250 38.861 to 150.0 0 3.0 7.000 0.0 7 -8.0 -0.0384 0.0 38.250 -1.470 Vet = 4.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 7 BLUE SAGE AT THE PRESERVE Date 09/12/16 1-lyd. Qa Dia. Fitting I Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Of Pf/Ft Eqv. Ln. Total Pt Pn 7 -6.37 0.874 N 7.0 : 6.167 37.391 to 150.0 0.0 7.000 0.0 8 -14.37 -0.1137 0.0 13.167 -1.497 Vel = 7.68 8 0.0 0.874 R 1.0 10.000 35.894 to 150.0 0.0 1.000 8.662 8A -14.37 -0.1136 0.0 1 11.000 -1.250 Vel = 7.68 0.0 I -14.37 43.306 K Factor = -2.18 7 6.38 0.874 R 1.0 14.167 37.391 to 150.0 N 7.0 8.000 0.0 9 6.38 0.0253 0.0 22.167 0.561 Vel = 3.41 9 0.0 0.874 7R 7.0 31.917 37.952 to 150.0 0.0 7.000 0.0 10 6.38 0.0253 0.0 I 38.917 0.983 Vel = 3.41 0.0 6.38 38.935 K Factor = 1.02 D8 0.0 0.874 0 3.0 1.250 38.935 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 4.250 0.0 Vel = 0 10 6.38 0.874 5R 5.0 30.250 38.935 to 150.0 N 7.0 12.000 0.0 1 6.38 0.0253 0.0 42.250 1.069 Vel = 3.41 0.0 6.38 1 40.004 K Factor = 1.01 D4 13.00 0.874 N 7.0 6.333 7.361 to 150.0 0 3.0 10.000 0.0 11 13.00.0944 0.0 16.333 1.542 Vel =6.95 0.0 13.00 8.903 K Factor = 4.36 D5 13.86 0.874 0 3.0 1 4.583 7.991 to 150.0 R 1.0 I 4.000 0.0 11 13.86 0.1063 0.0 8.583 0.912 VeI= 7.41 11 13.00 0.874 R 1.0 13.833 8.903 to 150.0 0.0 1.000 0.0 13 26.86 0.3614 0.0 14.833 5.361 Vel = 14.36 0.0 26.86 ' 14.264 K Fac:or= 7.11 D6 16.89 0.874 0 3.0 7.333 12.680 to 150.0 0.0 3.000 0.0 13 16.89 0.1533 0.0 _10.333 1.584 Vel =9.03 0.0 16.89 14.264 K Factor = 4.47 D7 17.22 0.874 0 3.0 3.833 13.180 to 150.0 0.0 3.000 0.0 13 17.22 0.1586 0.0 1 6.833 1.084 Vel = 9.21 13 43.75 0.874 0 3.0 9.833 14.264 to 150.0 0.0 3.000 0.0 14 60.97 1.6468 0.0 12.833 21.134 VeI= 32.60 Computer Programs by Hydratec Inc. Route 111 Windham N.H. IJEA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 8 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C, or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 60.97 35.398 K Factor = 10.25 15 14.37 1.101 0 5.0 1.417 48.796 to 150.0 0.0 5.000 0.0 A 14.37 0.0369 0.0 6.417 0.237 Vel = 4.84 A -60.96 1.101 6R 6.0 35.917 49.033 to 150.0 0.0 6.000 0.0 14 -46.59 -0.3253 0.0 41.917 -13.635 VeI= 15.70 14 60.96 1.101 2R 2.0 23.917 35.398 to 150.0 0 5.0 7.000 0.0 16 14.37 0.0369 0.0 30.917 1.142 Vel = 4.84 16 0.0 0.874 0 3.0 7.917 36.540 to 150.0 0.0 3.000 0.0 17 14.37 0.1137 0.0 10.917 1.241 VeI= 7.68 17 0.0 0.874 0 3.0 7.500 37.781 to 150.0 0.0 3.000 4.331 8A 14.37 0.1137 0.0 10.500 1.194 Vel = 7.68 0.0 14.37 43.306 K Factor = 2.18 A 60.97 1.394 R 1.0 9.833 49.033 to 150.0 N 8.0 9.000 0.0 TRA 60.97 0.1695 0.0 18.833 3.193 Vel = 12.82 0.0 60.97 52.226 K Factor = 8.44 TRA 60.97 1.394 3R 3.0 10.000 52.226 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 60.97 0.1695 S 11.11 43.284 7.338 Vel = 12.82 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 68.194 to 150.0 2T 63.728 79.661 0.0 100 60.97 0.0009 0.0 139.661 0.128 Vel = 1.50 100 0.0 7.68 1 43.857 100.000 68.322 to 150.0 0.0 43.857 0.0 101 60.97 0.0 0.0 143.857 0.006 Vel = 0.42 101 346.55 7.68 8E 180.441 455.000 68.328 to 150.0 1 43.857 224.299 0.0 102 407.52 0.0014 0.0 679.299 0.952 Vel = 2.82 102 -877.58 7.68 4E 90.221 545.000 69.280 to 150.0 1 43.857 134.078 0.0 103 -470.06 -0.0018 0.0 679.078 -1.239 Vel = 3.26 103 59.31 7.68 4E 90.221 200.000 68.041 to 150.0 1 43.857 134.078 0.0 104 -410.75 -0.0014 0.0 334.078 -0.475 Vel = 2.84 0.0 -410.75 67.566 K Factor = -49.97 103 -59.32 7.68 4E 90.221 320.000 68.041 to 150.0 T 43.857 134.078 0.0 109 -59.32 0.0 0.0 454.078 -0.018 Vel = 0.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 9 BLUE SAGE AT THE PRESERVE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -59.32 68.023 KFactor= -7.19 104 -400.72 7.68 T 43.857 135.000 67.566 to 150.0 4E 90.221 134.078 0.0 105 -400.72 -0.0014 0.0 269.078 -0.365 Vet = 2.78 0.0 -400.72 67.201 K Factor = -48.88 104 -10.03 7.68 4E 90.221 320.000 67.566 to 150.0 T 43.857 134.078 0.0 108 -10.03 0.0 0.0 454.078 -0.001 Vet = 0.07 0.0 -10.03 67.565 K Factor = -1.22 105 -400.72 7.68 4E 90.221 195.000 67.201 to 150.0 T 43.857 134.078 0.0 106 -400.72 -0.0014 0.0 329.078 -0.447 Vet = 2.78 106 816.62 7.68 T 43.857 120.000 66.754 to 150.0 0.0 43.857 0.0 107 415.9 0.0015 0.0 163.857 0.238 Vet = 2.88 107 0.0 7.68 4E 90.221 260.000 66.992 to 150.0 T 43.857 134.078 0.0 108 415.9 0.0015 0.0 394.078 0.573 Vet = 2.88 108 -10.03 7.68 4E 90.221 195.000 67.565 to 150.0 T 43.857 134.078 0.0 109 405.87 0.0014 0.0 329.078 0.458 Vet = 2.81 109 -59.31 7.68 T 43.857 160.000 68.023 to 150.0 4E 90.221 134.078 0.0 101 346.56 0.0010 0.0 294.078 0.305 Vet = 2.40 0.0 346.56 68.328 KFactor= 41.93 106 -816.62 7.68 F 11.278 210.000 66.754 to 150.0 E 22.555 33.833 0.0 110 -816.62 -0.0051 0.0 243.833 -1.236 Vet = 5.66 110 0.0 7.68 4E 90.221 30.000 65.518 to 150.0 1 43.857 134.078 3.834 * * Fixed Loss = 3.834 111 -816.62 -0.0051 Zcd 0.0 164.078 -0.832 Vet = 5.66 111 -60.97 11.2 T 66.446 1305.000 68.520 to 150.0 0.0 66.446 0.0 112 -877.59 -0.0009 0.0 1371.446 -1.264 Vel= 2.86 112 0.0 11.2 T 66.446 110.000 67.256 to 150.0 0.0 66.446 0.0 113 -877.59 -0.0009 0.0 176.446 -0.163 Vel= 2.86 113 0.0 7.68 4E 90.221 30.000 67.093 to 150.0 Zcd 0.0 90.221 3.991 * * Fixed Loss = 3.991 114 -877.59 -0.0058 0.0 120.221 -0.696 Vel= 6.08 114 0.0 7.68 E 22.555 125.000 70.388 to 150.0 T 43.857 66.412 0.0 102 -877.59 -0.0058 0.0, 191.412 -1.108 VeI= 6.08 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. BLUE SAGE AT THE PRESERVE Page 10 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -877.59 69.280 K Factor = -105.44 111 60.97 11.2 2E 59.802 700.000 68.520 to 150.0 0.0 59.802 3.898 FT 60.97 0.0 0.0 759.802 0.005 VeI = 0.20 100.00 aa = 100.00 160.97 72.423 K Factor = 18.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL, INC. 9225 STELLAR COURT CORONA, CA 92883 951-667-4220 Job Name : BLUE SAGE Building Location CARLSBAD, CA System : ALT.CALC AREA 4 Contract Data File : ALT. CA4 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP MECHANICAL, INC. Page BLUE SAGE Date 09/12/16 HYDRAULIC DESIGN INFORMATION SHEET Name - BLUE SAGE AT THE PRESERVE Date - 09/12/16 Location - CARLSBAD, CA Building - System No. - ALT.CALC AREA 4 Contractor - NP MECHANICAL, INC. Contract No. - Calculated By - M.G. Drawing No. - Construction: ( ) Combustible ( ) Non-Combustible Ceiling Height 9'-0" OCCUPANCY - NFPA 13R Type of Calculation: ( )NFPA 13 Residential (X)NFPA 13R ( )NFPA 13D Number of Sprinklers Flowing: ( )1 ( )2 ( )4 (X)3 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 100 Gpm Additional Flow Added Gpm Elevation at Highest Outlet - Feet Note: Calculation Gpm Required 41.15 Psi Required 40.955 AT BR Summary C-Factor Used: Overhead Underground W Water Flow Test: Pump Data: Tank or Reservoir . A Date of Test - 7/7/17 Rated Cap. Cap. T Time of Test - 9 Psi Elev. E Static (Psi) - 94 Elev. R Residual (Psi) - 66 Other Well Flow (Gpm) - 3,750 Proof Flow Opin S Elevation - P Location: P L Source of Information: Y S Y S T E M D E S I G N System Type (X) Wet ( ) Dry Deluge ( ) ?reAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size K-Factor 4.9 Temperature Rating 165 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP MECHANICAL, INC. Page 2 BLUE SAGE Date 09/12/16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 13.426 C2 - Residual Pressure: 59.4 D2 - System Flow :41.145 C2 - Residual Flow : 3750 D2 - System Pressure : 45.040 Hose ( Demand) :100 D3 - System Demand :141.145 Safety Margin : 39.502 150 140 130 p120 R 110 E10° S 90 C1 S 80 U 70 - C2 R 60 - _____ _______ __________ ___________ _____________ _______________ _________________ __________________ E5° D3 40 30 20 --- 10 - 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, INC. Page 3 BLUE SAGE Date 09/12/16 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 Ball B Ball Milw BB-SC100 2.25 2 2.5 2.25 10 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 0* CPVCTee - Branch 3 3 5 6 8 10 12 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 S NFPA 13Swing Check 0 0 5 7 9 11 14 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 Zcd Colt C300 Horz Butt Fitting generates a Fixed Loss Based on Flow 7 8 10 12 14 18 22 27 35 40 45 50 61 3 3 4 5 7 9 11 13 17 19 21 24 28 13 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 16 19 22 27 32 45 55 65 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, INC. Page 4 BLUE SAGE Date 09/12/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reci 19.0 12.05 na 19.0 13.87 na 19.0 12.66 na 9.0 25.39 na 9.0 25.39 na 9.0 25.39 na 9.0 25.39 na 19.0 4.9 8.85 na 14.57 0.05 256 7.0 19.0 4.9 7.04 na 13.0 0.05 256 7.039 19.0 4.9 7.67 na 13.57 0.05 256 7.0 20.0 11.61 na 20.0 11.61 na 20.0 12.22 na 20.0 12.22 na 20.0 13.44 na 20.0 13.44 na 20.0 17.55 na 20.0 8.06 na 20.0 8.43 na 20.0 7.36 na 20.0 8.42 na 20.0 11.31 na 20.0 13.51 na 20.0 10.78 na 20.0 9.35 na 20.0 9.84 na 10.0 24.96 na 10.0 24.96 na 10.0 24.96 na 10.0 24.96 na 10.0 24.96 na 10.0 24.96 na 10.0 26.65 na 10.0 27.24 na 10.0 24.96 na 10.0 23.27 na 10.0 21.45 na 10.0 28.78 na -3.0 40.96 na -3.0 41.02 na -3.0 41.02 na -3.0 41.94 na -3.0 40.71 na -3.0 40.23 na -3.0 39.85 na -3.0 39.39 na -3.0 39.64 na -3.0 40.22 na -3.0 40.7 na -3.0 38.13 na -3.0 41.14 na -3.0 39.9 na -3.0 39.74 na -3.0 43.02 na -12.0 45.04 na 100.0 The maximum velocity is 12.52 and it occurs in the pipe between nodes 2 and 3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 5 BLUE SAGE Date 09/12/16 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 12.045 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 11.612 K Factor =0 H2 0.0 0.874 N 7.0 1.000 13.871 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 13.438 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 12.656 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 12.223 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 25.390 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 24.956 K Factor = 0 H5 0.0 0.874 0 3.0 1.000 25.390 to 150.0 0.0 3.000 -0.433 D5 0.0 -0.0002 0.0 4.000 -0.001 Vel = 0 0.0 0.0 24.956 K Factor = 0 H6 0.0 0.874 N 7.0 1.000 25.390 to 150.0 0.0 7.000 -0.433 D6 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 24.956 K Factor =0 H7 0.0 0.874 N 7.0 1.000 25.390 to 150.0 0.0 7.000 -0.433 D7 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 24.956 K Factor = 0 H8 14.57 0.874 N 7.0 1.000 8.847 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D8 14.57 0.1166 0.0 8.000 0.933 VeI= 7.79 0.0 14.57 9.347 K Factor = 4.77 H9 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D9 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H10 13.57 0.874 N 7.0 1.000 7.671 K Factor =4.90 to 150.0 0.0 7.000 -0.433 D10 13.57 0.1021 0.0 8.000 0.817 Vel = 7.26 Compu:er Programs by Hydratec Inc. Route 111 Windham N.H. JSA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. BLUE SAGE Page 6 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 13.57 8.055 K Factor = 4.78 Dl 0.0 0.874 0 3.0 0.583 11.612 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 3.583 0.0 Vel = 0 1 8.38 0.874 0 3.0 11.583 11.612 to 150.0 0.0 3.000 0.0 2 8.38 0.0419 0.0 14.583 0.611 Vel= 4.48 0.0 8.38 12.223 K Factor = 2.40 D3 0.0 0.874 N 7.0 11.083 12.223 to 150.0 R 1.0 11.000 0.0 2 0.0 0.0 0 3.0 22.083 0.0 Vel = 0 2 23.42 0.874 R 1.0 3.333 12.223 to 150.0 0.0 1.000 0.0 3 23.42 0.2804 0.0 4.333 1.215 VeI= 12.52 0.0 23.42 13.438 K Factor = 6.39 D2 0.0 0.874 0 3.0 2.000 13.438 to 150.0 0.0 3.000 0.0 3 0.0 0.0 0.0 5.000 0.0 Vel = 0 3 23.42 0.874 N 7.0 7.667 13.438 to 150.0 0.0 7.000 0.0 4 23.42 0.2806 0.0 14.667 4.115 Vel= 12.52 4 0.0 0.874 N 7.0 10.000 17.553 to 150.0 0.0 7.000 4.331 15 23.42 0.2805 0.0 17.000 4.769 Vel= 12.52 0.0 23.42 26.653 K Factor = 4.54 2 -15.04 0.874 2R 2.0 22.667 12.223 to 150.0 20 6.0 8.000 0.0 5 -15.04 -0.1237 0.0 30.667 -3.793 Vel = 8.04 0.0 -15.04 8.430 K Factor = -5.18 D10 13.57 0.874 0 3.0 0.667 8.055 to 150.0 0.0 3.000 0.0 5 13.57 0.1023 0.0 3.667 0.375 Vel = 7.26 5 -15.04 0.874 0 3.0 5.667 8.430 to 150.0 0.0 3.000 0.0 6 -1.47 -0.0017 0.0 8.667 -0.015 Vel = 0.79 0.0 -1.47 8.415 K Factor = -0.51 D9 13.00 0.874 N 7.0 3.167 7.361 to 150.0 R 1.0 8.000 0.0 6 13.0 0.0944 0.0 11.167 1.054 Vel= 6.95 6 -1.47 0.874 4R 4.0 31.250 8.415 to 150.0 0 3.0 7.000 0.0 7 11.53 0.0756 0.0 38.250 2.892 Vel= 6.17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 7 BLUE SAGE Date 09/12/16 Hyd. Ref. Qa Dia. "C'.or Fitting Pipe Ftng's Pt Pt Pe Fv ****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Fn 7 6.19 0.874 N 7.0 6.167 11.307 to 150.0 0.0 7.000 0.0 8 17.72 0.1675 0.0 13.167 2.205 'Id = 9.48 8 0.0 0.874 R 1.0 10.000 13.512 to 150.0 0.0 1.000 8.662 8A 17.72 0.1675 0.0 11.000 1.843 WI = 9.48 0.0 17.72 24.017 K =actor = 3.62 7 -6.20 0.874 R 1.0 14.167 11.307 to 150.0 N 7.0 8.000 0.0 9 -6.2 -0.0240 0.0 22.167 -0.532 Vel = 3.32 9 0.0 0.874 7R 7.0 31.917 10.775 to 150.0 0.0 7.000 0.0 10 -6.2 -0.0239 0.0 38.917 -0.932 Vel = 3.32 0.0 -6.20 9.843 K Factor = -1.98 D8 14.57 0.874 0 3.0 1.250 9.347 to 150.0 0.0 3.000 0.0 10 14.57 0.1167 0.0 4.250 0.496 VeI= 7.79 10 -6.19 0.874 511 5.0 30.250 9.843 to 150.0 N 7.0 12.000 0.0 1 8.38 0.0419 0.0 42.250 1.769 Vel= 4.48 0.0 8.38 11.612 K Factor = 2.46 D4 0.0 0.874 N 7.0 6.333 24.956 to 150.0 0 3.0 10.000 0.0 11 0.0 0.0 0.0 16.333 0.0 Vel = 0 0.0 0.0 24.956 K Factor = 0 D5 0.0 0.874 0 3.0 4.583 24.956 to 150.0 R 1.0 4.000 0.0 11 0.0 0.0 0.0 8.583 0.0 Vel = 0 11 0.0 0.874 R 1.0 13.833 24.956 to 150.0 0.0 1.000 0.0 13 0.0 0.0 0.0 14.833 0.0 WI = 0 0.0 0.0 24.956 K Factor = 0 D6 0.0 0.874 0 3.0 7.333 24.956 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 10.333 0.0 V31 = 0 0.0 0.0 . 24.956 K Factor =0 D7 0.0 0.874 0 3.0 3.833 24.956 to 150.0 0.0 3.000 0.0 13 0.0 0.0 0.0 6.833 0.0 WI = 0 13 0.0 0.874 0 3.0 9.833 24.956 to 150.0 0.0 3.000 0.0 14 0.0 0.0 0.0 12.833 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N. -I. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 8 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 0.0 0.0 24.956 K Factor = 0 15 23.42 1.101 0 5.0 1.417 26.653 to 150.0 0.0 5.000 0.0 A 23.42 0.0912 0.0 6.417 0.585 Vel = 7.89 A -41.14 1.101 6R 6.0 35.917 27.238 to 150.0 0.0 6.000 0.0 14 -17.72 -0.0544 0.0 41.917 -2.282 Vel= 5.97 14 0.0 1.101 2R 2.0 23.917 24.956 to 150.0 0 5.0 7.000 0.0 16 -17.72 -0.0544 0.0 30.917 -1.682 Vel = 5.97 16 0.0 0.874 0 3.0 7.917 23.274 to 150.0 0.0 3.000 0.0 17 -17.72 -0.1675 0.0 10.917 -1.829 VeI= 9.48 17 0.0 0.874 0 3.0 7.500 21.445 to 150.0 0.0 3.000 4.331 8A -17.72 -0.1675 0.0 10.500 -1.759 Vel= 9.48 0.0 -17.72 24.017 K Factor = -3.62 A 41.15 1.394 R 1.0 9.833 27.238 to 150.0 N 8.0 9.000 0.0 TRA 41.15 0.0819 0.0 18.833 1.542 Vel = 8.65 0.0 41.15 28.780 K Factor = 7.67 TRA 41.15 1.394 3R 3.0 10.000 28.780 to 150.0 Fsp 0.0 33.284 8.630 * * Fixed Loss = 3 BR 41.15 0.0819 S 11.11 43.284 3.545 Vel = 8.65 Ball 3.174 2N 16.0 BR 0.0 4.07 E 15.932 60.000 40.955 to 150.0 2T 63.728 79.661 0.0 100 41.15 0.0004 0.0 139.661 0.062 Vel = 1.01 100 0.0 7.68 1 43.857 100.000 41.017 to 150.0 0.0 43.857 0.0 101 41.15 0.0 0.0 143.857 0.003 Vel = 0.28 101 358.66 7.68 8E 180.441 455.000 41.020 to 150.0 1 43.857 224.299 0.0 102 399.81 0.0014 0.0 679.299 0.919 Vel = 2.77 102 -867.89 7.68 4E 90.221 545.000 41.939 to 150.0 1 43.857 134.078 0.0 103 -468.08 -0.0018 0.0 679.078 -1.229 Vel = 3.24 103 53.10 7.68 4E 90.221 200.000 40.710 to 150.0 T 43.857 134.078 0.0 104 -414.98 -0.0014 0.0 334.078 -0.484 Vel = 2.87 0.0 -414.98 40.226 K Factor = -65.43 103 -53.09 7.68 4E 90.221 320.000 40.710 to 150.0 T 43.857 134.078 0.0 109 -53.09 0.0 0.0 454.078 -0.015 Vel = 0.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. Page 9 BLUE SAGE Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln: Total Pf lD 0.0 1 -53.09 40.65 K Factor = -8.32 104 -405.68 7.68 1 43.857 135.000 40.226 to 150.0 4E 90.221 134.078 0.0 105 -405.68 -0.0014 0.0 269.078 -0.374 Vel = 2.81 0.0 -405.68 39.852 K Factor = -64.26 104 -9.31 7.68 4E 90.221 320.000 40.226 to 150.0 T 43.857 134.078 0.0 108 -9.31 0.0 0.0 454.078 -0.001 Vel = 0.06 0.0 -9.31 40.225 K Factor = -1.47 105 -405.68 7.68 4E 90.221 195.000 39.852 to 150.0 1 43.857 134.078 0.0 106 -405.68 -0.0014 0.0 329.078 -0.457 Vel = 2.81 106 826.75 7.68 T 43.857 120.000 39.395 to 150.0 0.0 43.857 0.0' 107 421.07 0.0015 0.0 163.857 0.243 Vel= 2.92 107 0.0 7.68 4E 90.221 260.000 39.638 to 150.0 T 43.857 134.078 0.0 108 421.07 0.0015 0.0 394.078 0.587 Vel = 2.92 108 -9.31 7.68 4E 90.221 195.000 40.225 to 150.0 T 43.857 134.078 0.0 109 411.76 0.0014 0.0 329.078 0.470 Vel= 2.85 109 -53.09 7.68 T 43.857 160.000 40.695 to 150.0 4E 90.221 134.078 0.0 101 358.67 0.0011 0.0 294.078 0.325 Vel= 2.48 0.0 358.67 41.020 K Factor = 56.00 106 -826.74 7.68 F 11.278 210.000 39.395 to 150.0 E 22.555 33.833 0.0 110 -826.74 -0.0052 0.0 243.833 -1.265 Vel = 5.73 110 0.0 7.68 4E 90.221 30.000 38.130 to 150.0 1 43.857 134.078 3.860 * * Fixed Loss = 3.86 111 -826.74 -0.0052 Zcd 0.0 164.078 -0.851 Vel= 5.73 111 -41.15 11.2 T 66.446 1305.000 41.139 to 150.0 0.0 66.446 0.0 112 -867.89 -0.0009 0.0 1371 .446 -1.238 Vel = 2.83 112 0.0 11.2 T 66.446 110.000 39.901 to 150.0 0.0 66.446 0.0 113 -867.89 -0.0009 0.0 176.446 -0.160 Vel = 2.83 113 0.0 7.68 4E 90.221 30.000 39.741 to 150.0 Zcd 0.0 90.221 3.966 * * Fixed Loss = 3.966 114 -867.89 -0.0057 0.0 120.221 -0.€82 Vel = 6.01 114 0.0 7.68 E 22.555 125.000 43.G25 to 150.0 T 43.857 66.412 0.0 102 -867.89 -0.0057 0.0 191.412 -1.086 VeI= 6.01 0.0 Computer Programs by Hydratec Inc. Route 111 W ndham N.H. USA 03087 Final Calculations - Hazen-Williams NP MECHANICAL, INC. BLUE SAGE Page 10 Date 09/12/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'.or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -867.89 41.939 K Factor = -134.02 111 41.15 11.2 2E 59.802 700.000 41.139 to 150.0 0.0 59.802 3.898 FT 41.15 0.0 0.0 759.802 0.003 Vel = 0.13 100.00 Oa = 100.00 141.15 45.040 KFactor= 21.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Reliabli' Bulletin 006 Rev. I Model RFC30 (SIN RA0611) Model RFC43 (SIN RA0612) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers 03 C CD 0 0 0) CD 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 Plain (over Plate --------------- ------------------ ---------------- 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 2I8 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. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating ______ Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) OF °C OF °C OF °C RFC 30 (RA0611) 1/2" (15) 21/64(82) 165 74 135 57 100 38 3.0 (43.2) 175 (12) RFC 43 ½"(15) /(10) 165 74 (RA0612) 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) 1/2" (15) /16(11) 165 74 135 57 100 38 4.9 (70.6) 175 (12) Note: 1 bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°Ff74°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 (L/min) 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 (165°F174°C) Top 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) 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 RFC 49 Max. Coverage Max. Spacing Ordinary Temp. Rating (165' 4-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 (lJmin) 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 ½ 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 3/8" and 7A6" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (57°C). 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 Finishes11> 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. 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 I I [58.42mm] D14 CUP 'j12.7OmmJMAX. COVER ADJUSTMENT 1/f [12.70mml MIN. TO 1 (25.4mm) MAX. DROPPED DEFLECTOR TO CEILING FIAT COVER PLATE ASSEMBLY HOLE IN CEILING f [50.8mm] MAX FACE OF FII71NG 10 FACE OF CEILING DIMENSION (4.96mm) fi [84.21mm] 014. COVER PLATE: 1/2" [12.7mm] ADJUSTMENT The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the Na:ional Fire Protection AssDciaIon, Factory Mutual Research Corporation, o other similar organizations and also with the orovisions of governmental coces or crdirtances whenever applicable. Products nanulactured and disiributed by Reliable have been protect(ng life and property for over 50 years, and are installed and serviced b the most highly qualified aid reputable sprinklel contractors located nroughout the United States, Canada and foreign coun:ries. Manufactured by Reliable Automatic Sprinkler Co., Inc. . Recycled (t00)431-1588 SalesOffices Paper Reliabld (00) 848-6051 Sales Fax Fevision lines indicate updated or nee data. (p14) 829-2042 Corporate Offices www.reliablespcinkler.com Internet Address EG. Printed in U.S.A. 11/14 P/N 9999970261 El Res 44&58 Recessed HSW/F2 R 11abl Bulletin 135 Rev.G Model Fl Residential Sprinklers for Design Density of .05 gpmlft2 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Fl Res 30,49,58 & 76 Fl Res 30,49,58 & 76 Recessed Pendent I Fl Recessed Pendent 1FF Fl Res 30, 49, 58 & 76 CCP Pendent Fl Res 44 SWC Fl Res 40 Recessed HSW/F2 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: ½" NPT (R½) K-Factor: 3.0 (Actual) - El Res 30 Pendent Sprinkler 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual) - El Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - Fl Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - El Res /10 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model Fl 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: F1 Res 30Pendent 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/Fl Fl Res 76 Recessed Pendent/FP Fl Res 30 COP Pendent Fl Res 49 CCP Pendent Fl Res 58 CCP Pendent Fl Res 76 COP Pendent Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSW Recessed HSW/F2 F1 Res 44SWC 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) are fast response sprinklers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fl 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 sprinkler coverage in residential fire protection design. The Reliable Automatic Sprinkler Co., Inc., .2 1/4 ILE O1. ' H t X I REDVCER WROVC4 am I\ I 1 I OP F7TIWG TO cw&o DwNSv _ ACOSIUMT W/A fJ j -. 135PG02 . 222 IJ5FGOJ Installation Models El Res sprinklers are to be installed as shown. Model Fl, F2 and FP 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 El Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, CCP & 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 Fl Res 44 and 40 HSW with a ceiling to deflector distance of 4" - 12". Flow arrow on def ector must point away from near wall and 'Top" markirg must face ceiling. Model Fl Res 30 Recessed Pendent/F2 Model Fl Res 49, 58 & 76 Recessed Pendent I Fl - 1 escutcheon, /" (19mm) adjustmei Fig. 1 Fig.2 Escutcheon*, Fl or F2, Data: r ype Adjustment "A' Face of fitting to ceiling Inch (mm) Inch (mm) Inch (mm) Fl 3/4 (19.0) 19 (4.7 -24.0) F2 X(12.7) Max- V2 (38.1) * Note: Escutcheons Fl or 2 nay be used with Model Fl Res, 49, 58 & 76 Recessed Pendent 7 Technical Data: Fl Res 30 Pendent and Recessed Pendent Nominal Spnnkler Max. Max. Actual Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch °F °c °F (mm) (bar) (mm) y2"NPT 2>c(82) 155 1751 68 79 175(12) 100 38 3.0 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Flow Pressure I Sprinkler Spacing gpm(Lpm) psi (bar) Identification ft (m) j 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. Actual Sprinkler Thread Orifice Temp. Pressure Ambient Length Size Inch Rating psi Temp. K Factor Inch °F °c °F 0 (mm) (bar) (mm) 2"NPT <6(h1) 155 175 68 79 175(12) 100 1501 38 66 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) 12 x 12 (3.6x3.6) 13(49) 7.0(0.48) R3516 16.7(l.14) 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 16 x 16 (4.9x4.9) 13(49) 7.0 (0.48) 18 x 18 (5.5x5.5) 17 (64.3) 12.0(0.83) 20 x 20 (6.1x6.1) 1 20(75.7) 1 *Deflector - 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) 14 x 14 (4.3x4.3) 16 (60.5) 10.6(0.73) 16 x 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) 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 ator 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 Ratin psi Temp. Factor Inch °F oc °F I _______ (mm) (bar) (mm) 1/2"NFT Y2 (13) 155 68 175(12) 100 1501 38 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) R3513 14x 14(4.3x4.3) 16(61) 7.6 (0.53) 16 x 16 (4.9x4.9) 16(61) 7.6(0.53) 18 x 18 (5.5x5.5) 19(72) 10.8(0.75) 14.4(1.0) 20 x 20 (6.1x6.1) 22(83.3) 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent Nominal Sprinkler Max. Max Thread Orifice Ten'!i Pressure Ambient K lQngth Size Inch Ring psi Teni Facbx hch °F C °F 00 (mm) (bar) (mm) 3/4"NPT (R) 1%2 (13.5) 155 175 68 I 79 175(12) 100 150 38 I 66 ______ 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identilication Number (SIN) 12 x 12 (3.6x3.6) 21 7.6 (0.53) R7518 9.2(0.6 ) 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 (6.1x6.1) 23 Mode! Fl Res 30, 49, 58 & 76 ccP Model Fl Res 30, 49, 58 & 76 Recessed Pendent/ FP . .-.. — —. FP push-on/thread-off escutcheon _______ 2 5/8" [66.7mm] 0/A. 2 5/16" 0/A. - HOLE IN CEILING [58.7mm] CUP (+Th I"xl/2" REDUCER CUP ______ CEILING ;J 1 1 114"7 1.5mm] MAX. FACE OF FITTING j TO FACE OF CEILING I DIMENSION 511 .... COVER ADJUSTMENT / 3 5/16" 0/A. 135F0040 [84.1MM] El RES 30, 49, 58 & 76 CCP PEND. Fig. 3 NOTE: The El Res 76 will use a 1 x 3/4"reducer. 2 5/8'OLA. (66.7,om) HOLE IN CE1LING 2 5/I6 Oil. (587m,n] CUP I I IX I,'2REPUCER CEIING W IL X, TO FCE OF CEX 7,2[T3o,o,] MAX. P AOJUS7MENX Fig. 4 9 CCP ODtions Data: "B" Cover Adjustment CCP Height Inch (mm) Inch (mm) X(12.7) 15/(24) 5/6 (T9) /4 (19) FP Data "A": FP Position Inch (mm) Max. Recessed X6 (11) Mm. Recessed '/6 (24) Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler cc AssaTbly Max Max Sprinkler Thread Orifice Temp. Ten. Pressure Ambient K Length Inch Rating R Inch Ten. Factor (mm) (m) OF I °C OF I NPT 2)/(82) 155168 I 1351 57 175(12) 1 1001 38 ao 2.25 (R½) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Identification ft (m) I Number (S _IN__)__ 12 x 12 (3.6x3.6) I 8(30.3) 7.0(0.48) R3511 13.4 (0.92) 14x_14(4.3x4.3) 11(41.6) Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler CCP Maxikler SPrinklW Thread Orifice Teri Temp Asser"K Pressure Length Size Inch ng Rali Ral1çJ 3SI) Temp. Factor Inch (mm) (flTfl) OF I -C OF °F Y2" NPT X6 (11) 155168 1351 57 175(12) ]10038 4.9 25 (R'/2) I ___ Max. Sprinkler Spacing ft (m) Flow m (L gppm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 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) 8.2(0.56) 18 x 18 (5,5x5.5) 18 (68.1 13.5 (0.93) Nominal Sprinkler CCP Max Max Sprinkler Thread Orifice Teni Asserift TOYP Pressure Ambient K Length Size Inch Rating Rating ______ psi Inch Ten!1 Factor (mm) (bar) °F °C ° F (MM) 1/2"NPT °F "(13) 15568 135 57 175 (12) 10038 5 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) ___ 12x12(3.6x3.6) 16(61) 7.6(0.53) R3513 1 14.4(1.0) 14 x 14 (4.3x4.3) 16(61) 7.6(0.53) 16 x 16 (4.9x4.9) 16 61 7.6(0.53) 18 x 18 (5,5x5,5) 19 (72) 1 10.8 (0.75) 20 x 20 (6.1x6.1) 22(83.3) 20 x 20 (6.1x6.1) 20(751) 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 PendentlFP Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler CCP Max Max Thread Orifice Asser Temp. Pressure Antient K Sprinkler Length Size Inch Rating _Rating psi Teni Factor. _ Inch (mm) (bar) I op OF °C OF I 0 °F 3/4" NPT (R314) ly2.. (13.5) 15568 1751 79 135 57 ____ 175(12) 100138 150166 76 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3,6) 21 7.6 (0.53) R7618 10.8(0.74) 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) 22 8.4(0.58) 20 x 20 (6.1 x6. 1) 1 25 5. Escutcheon. F2. Data: Type Adjustment I Face of Fitting I I to wall I Inch (mm) Inch (mm) I F2 X(13) 3X6-%(4.7-17.4) Model Fl Res 44 & 58 HSW Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, /2" (13mm adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Nominal Sprider LUL Max Spririlder 11iad Orifice Ten!1 Piesaie Ambient K Length Size Inch Ftiig psi Temp. Factor hch OF I °c c cc (mm) (bar) (mm) 1/'NPT /(10) 1551 175 68 79 175(12) 100 150 38 4.4 66 2.45 (62) Max. Sprinkler Spacing ft (m) Ceiling Deflector Inch (mm) Sprinkler Temp. Rating OF (°C) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12x 12(3.6x3.6) 4-6 (101-152) 155(68) 175(79) 12 (45.4) 7.5(0.52) R353•1 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(530) 10.2 (0.71) 27.4(1.89) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16(60.6) 13.3 (0.92) 16x 16(4.9x4.9) 155(68) 175(79) 17 (64.4) 1 15.0(1.04) 16 x 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) -t I 6. Escutcheon, F2, Data: Adjustment Face of Fitting I to wall I Type Inch (mm) i I Inch (mm) F2 %(13) 3/1y(47174) Technical Data: Fl Res 58 HSW & HSW/F2 Nominal Spiikler Max Max SpriiicJer mieacl orifice Teni Rwsule Ambient K Length Size Inch Ratiig psi Ten!,. Factor Inch °F cc OF cc (mm) (bar) (mm) 1/2"NPT R 112) y2 (13) 155 175 68 79 175(12) 100 150 38 66 5.8 2.45 (62) Ma. Sprinkler Spacing ft (m) Ceiling Deflector Inch (mm) Sprinkler Temp. Rating OF (°C) Flow gpm (Lpm) Pressure psi (bar) Spnnkler Identification Number (SIN) 12x 12(3.6x3.6) 4-6 (101-152) _ 155(68) 175(79) 16 (60.6) 7.6 (0.53) R3533 14 x 14 (4.3x4.3) 155 (68) 175 (79) 18(68.2) 9.7 (0.67) 16x16(4,9x49) 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 (3.6x3.6) 6-12 (152305) __________ 155(68) 175 (79) 22(83.3) 14.4(1.0) 28.6(1.97) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 22(83.3) 14.4(1.0) 16x16(4.9x4.9) 155(68) 175(79) 26(98.4) 20.1 (1.39) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 31(117.4) 7. Model Fl Res 44 SWC 4 to 72 (707.60mm To I I/4 (37.75mm] Uaoimum __________ 304.80mm] Face 0! Fitting To Wall Dimension PUSH ON COVER. THEN / TURN TO ADJUST UNtiL J lIGHT AGAINST WALL. I X 7/2 Reducer -i T Recommended Hole W011 2 518' 2 5116" (8 "] 3 5116 (m] [4rn] TURN COLLAR UNTIL SPRINKLER ILAA WRENCH BOSS. mJ 12 I35FVO7 - 70M l/2;df m ;: Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread Nominal Orifice SPrkkff TeiWt. CcTeni Rating Max Max AntientTen!1 K SPrinift Length Size Inch Ratlig _________ psi ___________ Fa.cr bidi OF 0c OF I ° °F (mm) (bar) (mm) 1/2"NPT y"(10) 155 68 135 57 175(12) 100 38 4.4 2.5(62) Ma.Spnnkler Spacing ft (m) Ceiling -to- Deflector Inch (mm) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13 (49.2) 8.7 (0.60) R3531 20.7 (1.43) 14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71) 16x 16(4.9x4.9) 17(64.3) 15.0(1.1) 16 x 18 (4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4(1.89) 12 x 12 (3.60.6) 6-12 (152305) 14(52.9) 10.2(0.71) 14 x 14 (4.3x4.3) 15(56.7) 11.7 (0.81) 16 x 16 (4.9x4.9) 18(68.1) 16.8(l.16) 16 x 18 (4.9x5.5) 20 (75.6) 51 Escutcheon. F2. Data: Type Adjustment Face of Fitting to wall Inch (mm) Inch (mm) F2 X(13) /6 -%(4.7 -17.4) 2. • Model Fl Res 40 Recessed Model Fl Res 40 HSW HSW/F2 F2 escutcheon, /2" (13mm adjustment 135FG05 FACE OF FITGNG TO - WALL DIMENSION i i/ U/N. 2 1/4 HOLE DIA. I [31.8mm] 1/8 [57.2-]CEILING [3.2mm] TO DEFLECTOR 7" x 1/2" REDUCER DIMENSION7 t •"IàLj I 15116- D14 %,4=Eá 227/32DL& TURN COLLAR UNTIL - TIGHT AGAINST SPRINKLER WRENCH BOSS. Lu- 7/2" [13mm] -H 135FG06-C ADJUSTMENT Fl RES 58, 44 & 40 HSW/F2 Fig. 6 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Nominal Sprinkler Max Max. SIA*Ier Threat! Orifice Temp. Pressure Ambient K Size Inch R psi Ten. Facr hch °i I ° °F ° (mm) (bar) (mm) 1/2"NFT 3/' (10) 155 175 68 79 175(12) 100 150 38 66 4.0 2.45 (62) Max. Sprinkler ceiling -- Sprinkler Temp. Row Pressure Sprinkler Spacing Deflector Rating gpm psi (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) R3538 25.0 (1.72) 14x 14(4.3x4.3) 155(68) 175(79) 16(60.5) 16.0 (1.10) 16x16(4.9x4.9) 155 (68) 17(64.3) 18.1 (1.24) 16x16(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) 18 x 18 (5.5x5.5) 155 (68) 175 (79) 22(83.3) 30.2 (2.08) 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) 10.6 (0.73) 14 x 14 (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 Standard Finishes Sprinkler Fl, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated 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 (1) Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory 1inis1 will void all approvals and warranties. Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76, Fl Res 44 and Fl Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordar:ce 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 calons 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 f'AEA Approved (258-93-E)] low flow residential perdent 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 manufactLrer'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 jse. 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 (681C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [Vhite Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58, SIN R3511, R3516&R3513 (Bulletin 135). Ordering Information Specify: -. Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Hnish Cover Plate Finish Model Fl Res 49 & 58 Recessed Pendent/Fl, Model Fl Res 30,49 & 58 Recessed PendentIF2, Model Fl Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-193-E)] low flow residential recessed penden: sprinklers engine9red to prcvice a minimum design density of 0.05 gpm/ft c.-.r--r the listed coverage area. Listed fbws as soecified 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 penden: residential sprinklers are insta led under sloped ceilings having a pitch from [4..'12] to [812, the sprinklers shall be listed or such use. eflector-to-ceiling distance listing snail be 1" to 8' max mum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shal consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass !Dulb 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 pu.h-on anc 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 Pa. denVFl J Model Fl Res 30, 49 & 58 Recessed PendenF21 [Model Fl Res 30, 49 & 58 Recessed Pencent/FF] SIN R3511, R3516 & R3513 (Bulletin 135). i1 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 (681C). 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 El 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 (681C)] [175°F (791C)]. 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 (680C)] [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 engineerd 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 3,4" 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]. 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/F1] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] 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%" 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 COP, 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 Cs, rairui', or other erri'a'es sseications arid provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have bern protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler cotractors located /hroughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Recycled Relmiabld OQA (800) 848-6051 Sales Fax W Paper (914) 829-2042 corporate Offices Revision lines indicate updated or new data. w.relablesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 P/N 999970235 Upright LI Vertical Sidewall Pendent Horizontal Sidewall Conventional Recessed Pendent/Fl/F2 i, "a~r Recessed PendentjFP XLH Recessed Pendent F1/F2 Recessed Concealed Horizontal Sidewall Pendent XLH Upright XLH Pendent Bulletin 014 Rev. N Model Fl FR Series Quick Response Glass Bulb Sprinklers C CD 0 CD Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model Fl FR56LL & Fl FR42LL NSF Certified Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model El FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus). FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) NSF Certified to NSF/ANSi Standard 61 Annex G (NSF) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-4025 1 (RA 1425), 0786-CPD-40252 (RA 1475) ([C) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Product Description Reliable Model Fl FR series sprinklers are quick-response automatic sprin- klers with a glass bulb thermal element. Model FlEA series sprinklers are Stan- dard Spray sprinklers, with the excep- tion of the Model El FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model Fl FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model El FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model El FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal side- wall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model Fl FR series sprinkler configurations. Model El FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model Fl, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model Fl FR series sprinkler. Model Fl and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In additior:, Model F1 FIR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1 FIR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model El FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model F1 FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model El FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model F1FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model Fl FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model El FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter Deflector/ / Orientation Nominal S Height Installation i Wrench SIN Listings and Approvals Approval Notes US Metric inches mm inches mm Pendent 2.25 57 D RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 F1FR28 2.8 40 3/8 10 Upright 2.25 57 D RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Upright 2.25 57 D RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D RA1410 cULus, NSF Recessed Pendent 2.25 57 GFR2 RA1410 cULus, NSF F1FRXLH Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 D RA1423 cULus 1,2 Pendent 2.25 57 D RA1414 cULus FM , , LPcB, vdS, Ec 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Concealed Pendent 2.25 57 RC1 RA1414 I cULus,VdS,EC 516 F1FR56 5.6 80 1/2 15 Upright 2.25 57 D RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 Conventional 2.25 57 Fndent or Upright)" D RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 D RA1415 cULus, NSF 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, NSF F1FR56LL 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA1414 cULus, NSF 6 Horizontal Sidewall 2.63 67 D RA1435 cULus, FM 1,2,3,7 Recessed Horizontal Sidewall 2.63 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 D RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. Available with FM approved Polyester coating in black or white. Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the F1FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the F1FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9) The F1FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil- ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Deflector! Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (1070C) Max. Ambient Temp. 135°F (57°C) Temp. Rating 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating 200°F (93°C) Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb Red Bulb Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus -- __________ Upright cULus Pendent VdS F1FR40 Recessed Pendent VdS -- Pendent cULus F1FR42 Recessed Pendent cULus -- __________ Upright cULus Pendent -- cULus, NSF -- F1FR42LL _________ Recessed Pendent -- cULus, NSF -- Pendent cULus F1FRXLH Recessed Pendent cULus -- _________ Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC -- F1FR56 Concealed Pendent* cULus cULus,VdS,EC I cULus -- Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB VdS EC Pendent -- cULus, NSF -- F1FR56LL Recessed Pendent -- cULus, NSF -- _________ Concealed Pendent* -- cULus, NSF -- Horizontal Sidewall cULus, FM Fl FR56 Recessed Horizontal Sidewall cULus, FM -- _________ F1FR56 Vertical Sidewall (Pen- dent _or_Upright) cULus, FM,LPCB * Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model Fl Model F2 Model FP Model (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4 inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VcS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus, FM, LPCB , cULus, VdS, EC RA1414 EC VdS,EC F1FR56LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. 2 1/4 HOLE 0/A. [57.2mm] FACE OF FITTING TO FACE OF CEILING DIMENSION F! ESCUTCHEON AT MAXIMUM RECESS = / "[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[l9mm] 77777-71 MINIMUM RECESS = 3/8"[9.5mm] 1 75/76" 0/A [49.2mm] F 1 \ / (1 1" X 1/2" REDUCER Fl ESCUTCHEON 8 AT MAXIMUM RECESS = 7/8"[22.2mm] 'mm [3.] AT MINIMUM RECESS = 1-518'[4 l.Jmm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8 "[28.6mm] AT MINIMUM RECESS = 1-5/8 "[41.3mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS —\ Fl ESCUTCHEONJ_ 3/4"[l9mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12.7mm] ADJUSTMENT f CEILING Y2"[12.7mmJ ADJUSTMENT 2 5/16" 0/A. [58.7mm] CL/c 2 27/32 0/A. (72.2mm] Fig.l Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, El FRXLH & Fl FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon 1" X 1/2" REDUCER 2 5/8" 0/A. [66.7mm] HOLE IN CEILING FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2"[38mm] AT MINIMUM RECESS = 1 "[25.4mm] 4UM RECESS = 9/16"[14.3mm] IUM RECESS = 1 "[25.4mm] 3 1/4"OIA. H f82.6mmj Fig.2 Model Fl FR56, El FR56LL, Fl FR42, El FR40, El FR421-L, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8 "[9.5mm] Fl ESCUTCHEON N F2 ESCUTCHEON AT MAX/MUM RECESS = 1- 3/8"[34. 9mm] AT MAXIMUM RECESS = 3/4 "[19mm] AT MINIMUM RECESS = 2-1/16 "[52.4mm] AT MINIMUM RECESS = 3/8 "[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8 "[4;. 3mm] -2 1/4" HOLE DIA. AT MINIMUM RECESS = 2- 1/16"[52.4mm] [57.2mm] 1" X 1/2" REDUCER 4"-12" DIA. [1O1.6mm-304.8mm] [49.2mm] CEILING TO L_JL [72.2mm] DEFLECTOR TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. Fl ESCUTCHEON 3/4"[19mm] ADJUSTMENT H F2 ESCUTCHEON 1/2"[12.7mmJ ADJUSTMENT OUFO3E RECESSED HSW w/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [101.6MM - 152.4MM] CEILING TO DEFLECTOR WT'' F2 ONLY. Fig.3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model El or F2escutcheon 1" x 1/2" REDUCING TEE OR ELBOW 2 5/8" 0/A. 2 5/16 0/A - H HOLE IN CEILING CUP ---_ U—' . 1 1/2" MAX. FACE OF FITT,NG TO FACE OF CEILING DMENSION CEILING —' 1/2" MAX. I COVER ADJUSTMENT COVER PLATE — ASSEMBLY 5/16" 0/A SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017F001,. Fg.4 Model El FR56/1`1 FR56LL Concealed Pendent sprinkler with standard dth 1/2-inch (12.7mm) adjustment - Model CCP cover plate E1 F! 1" x 1/2" REDUCING TEE OR ELBOW TT 2 5/16" 0/A CUP CEILING 5/16" MAX. COVER ADJUSTMENT COVER PLATE — ASSEMBLY SPRINKLER - 2 5/8" DIA. ._I HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4" 3 5/16" DIA. -. CONCEALED, 5Z16" ADJUSTMENT O17FG 226 Fig. 5- Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model COP cover plate Maintenance The Model Fl FR Series sprinklers 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. Replace 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. Finishes (1) Standard Finishes Sprinkler Escutcheon Cover plate01 Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (4)(5)(6) White Painted Special Application Finishes Sprinkler Escutcheon Cover plate111 Electroless Nickel PTFE(7)PTFE Electroless Nickel Bright Brass Bright Bras S(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(216) Black Paint Off White Off White(2116) Off White Satin Chrome Chrome Dull Chrome Dull Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cuLus Listed only. ° 200°F (93°C) maximum. 4) cULus listed 'corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1 475. cuLus listed Corrosion Resistant 7 Material Data Frame: DZR Brass, OM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: Sprinkler Model: [Fl FR28][F1 FR4O][Fl FR42] [El FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent] [Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-R112] Sprinkler Temperature Rating: [135°F (570C)][155°F (68°C)] [175°F (79°C)] [200°F (930C)] [286°F (141°C)] Sprinkler Finish Escutcheon Model: [F1][F2][FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][ 1 650F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model FlEA Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Reliable...For Complete Protection Reliable offers a wide selection of sprinKler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be instalbd in accordance with the latest published Standards of the National Fire Protection Association. Factory Mutual Research Corporation, cr other similar organizations and also with the provisions of governmental codes or ordinances wnenever apDlicable. Products manufactured and dis:ributed by Reliable hve been protecting life and property for over 90 years, and are installed and servined by the most highly qualified and reputable sprinkle- contractors located throughout the United States, Canada and foreign countries. Marmufactired by peliable Automatic Sprinkler Co., Inc. Recycled ® (00) 431-1588 Sales Offices P-r Rellabile (800) 848-605 Sales Fax Revisinri lines ir'ijica:e updated or new data. (914) 829-2042 Corporate Off ces ww.reliablesprinkIer.com Internet Address EC-. Printed in U.S.A. 12115 P/N 9999970300 c Hanzer 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 - 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"x 11/2" 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 to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised she following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against use failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. ,4FCONshall 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-4FC0iV prodncts have been, or are used. 2/08 Side View - For Drawings Below I! Zg7 - 2~7gCOIZI'LL-1) P.O. Box 3365 South El Monte, CA 917:33 626.444.0541 Fax 626.444.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER HANGER SIZE - 3/4" thni 2" pipe. MATERIAL - Carbcn Steel. FINISH -. Mu. Galvanized. LISTING/APPROV4L - 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. INSTAL.L.ATJ ON - ?er NFPA 13, 13R, 13D and 'CPVC manufacturers instructions on tcp or boitom of beam. Space by pipe type SPECIAL NOTE: NN hen installing on CPVC sprinkler system pip a: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA IS. in WOOD: 3/4" - 2" CPVC pipe -4905 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" or14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON p905 screw has 5/16:" hex head - included. ORDERING - Part 4 and pipe size. Hang : - Wood Stud Hanger - Metal Stud Specific AFCON products are exclusively desi.ed to be compatible ONLY s:'ith cther,4FCON products including parts and asteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction sviil apply. DISCLAIMER - AFCON will NOT warrant against the failure of ds products when used in combination with other products, parts or systems not manufac'ured or mId by AFCON. AFCON shall NOT be table under any circumstances whatsoever for any direct it indrec, incidental or consequential damages of any kind, including but not limited to loss of business ur prufit, when non-.4ECON produaru have been, or are used. 2/08 iAc 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 - O®US 23 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Tab up = Hanger. INSTALLATION - Fer NFPA 13, 13R and 13D on side r top of beam. Space by pipe type. SPECIAL NOTE- When installing on CPVC sprinkler system pipe: 'er11)P (fiat 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"xl 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 AFCON products are exclus.vely designed to be compatible ONLY with other ,4FCON products including parts and fasteners, resulting in a listed 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 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 direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-A FCON products have been, or are used. 2/08 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 :n all 3 rounting positions, i.e. vertical surface and both top and bottom of hori{)ntai 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 bo:tom. 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 installir:g on CPVC 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 - :4905 screw- no pre-drill. 3/4." - 2" Steel pipe - 1/4"x1 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. #906 - —p Listed Restraint 3/4 thru 2" Specific AFCON products are exclusively designed to be compatible ONLY with atherAFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or harer assembly. Be advised the following warranty restriction will apply. DISCLAIMER - A FCON will NOT warrant against the failure of its products when aseci incanthinuliors wIlt other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incid-ratul or caawcucntial damages of any kind, including but not limited to lass of business or profit, when non-AFCON products have been, or are stand. 6/08 Size 3/4" iiNumber V5011-007 Box Qty. 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 Tee LI Pipe Manufactured for Viking SuplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) 3/4" Size I 34PIPE BagtL!U'i 240 ft - 1" 1PIPE 150 ft 1-1/4" 114PIPE 105 ft 1-1/2" 112PIPE 75 It - 2" 2P1PE 60 ft - 2-1/2" 212P1PE 30 ft - 3" 3PIPE 15 ft BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc. Standard Fittings Reducing Tee Size 3/4"x3/4"xl" Part Number V5011R-102 Box Qty. 10 1"0/4"0/4" V5011 R-125 100 1"x3/4"xl" V5011 R-126 10 1"xl"x3/4" 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"x1"x1-1/4" V5011 R-159 5 1-1/4"xl-1/4"x3/4" V5011 R-167 25 1-1/4"xl -1/4"xl " 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"014" V5011 R-210 25 1-1/2"xl-1/2"xl" V5011 R-211 25 Size I Part Number I Box Qty. 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"xl" 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 1 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. 451-- V5006-020 2 2-1/2" V5006-025 1 V5006-030 1 450 Elbow AM Size •E Qt y. Coupling 3/4" V5001-007 250 1" V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 r4. Part Number I Box Oty. Cap OIiLHIUJ V5017-020 2 2-1/2' V5017-025 1 V5017-030 1 Cap — W— Standard Fittings continued from Page 1 900 Elbow Size Part TNumber 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 2-1/2" V5007-025 1 V5007-030 1 1" x 3/4" V5007R-131 100 Cross I vf~ Size Part NumberBox 3/4" 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 Part Number Box Qty. 2-1/2" V5035-025 4 3" V5035-030 1 1'xl"x3/4"x3/4" V5035R-131 10 Size Part Number Box Qty. Coupingr(T ied) V5001-020 10 2-1/2" V5001-025 1 V5001-030 1 Size Part Number I Box I!ni edtf~4 C, 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 Bushing Size Part Number lx 3/4" V5018-131 Box ini 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. rusr coti°iI 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 BRASTIC Sprinkler --h- Box •ijvj Head Adapter 3/4" x 1/2" V5003SBT-101 100 1" x 1/2" V5003SBT-130 50 * Brass starter thread molded into plastic, virtually eliminating cross-threading. Female Sprinkler Head Adapter with Metal Thread Insert Spigot Female Sprinkler Head Adapter with Metal Thread Insert —Size T;El1i_ Box QtY. 3/4" x 1/2" V5003SBI-101 100 1" x 1/2" V5003SBI-130 50 1" x 3/4" V5003SBI-131 10 Size Part Number Box Qty. 3/4" x 1/2" V500325B1-101 100 1" x 1/2" V500325B1-130 50 Sprinkler Head 90 with Metal Thread Insert Sprinkler Head Tee with Metal Thread Insert 01 Sprinkler Head Back to Back Cross with Metal Thread Insert 10 Back to Back Tee with Metal Threads Insert 6 Size — 3/4" x 1/2" Part Number V50073SBI-101 Box 11 100 1" x 1/2" V50073SBI-130 50 1" x 3/4" V50073SBI-131 10 1-1/4" x 1/2" V50073SBl-166 5 Size 1'xl "XI " Part Number V5012SBI-010 Box !I1'j 50 3/4"x314"xl/2" V5012SBI-101 10 1"xl"xl/2" V5012SB1-130 50 1-1/4"xl-1/4"x1/2" V50125B1-166 5 1-1/2"x1-1/2"x1/2" V5012SB1-209 5 2"x2"x1/2" V50125B1-247 2 Size I Part Number Box QtY. 1x1"x1/2"x1/2" 1-1/8" V503535B15-130 1 lx1"x112"xl/2" 1-15/16" 1 V503535B1L-130 1 NumberSize I Part - Box 1/2"xl/2"xl" 1-1/8" V501133SBIS-075 48 1/2"xl/2"xl" 1-15/16" V5011335B1L-075 48 Size Part Number ise Box Qty. 1"x3/4"x112" V5012R5B1-124 10 1-1/4"xl"x1/2" V5012R5B1-156 5 1-112"xl-1/4"xl/2" V5012RSB1-199 5 2"xl-1/2"xl/2" V5012RSB1-237 2 1 x1/2 x1* V5014RSBl122* 10 *Socket x FIPT x Socket Test Plug Size Part Number Box Qty. YLII!II,J. I www.vikinggroupinc.com Size Part Number I Box Qty. - Stimda.d Union ciu-'d) -'•' V5033E-020 1 2-1/2" V5033E-025 1 V5033E-030 1 Standard Union Transition Fittings Female Adapter with Size Part Number Box Qty. Size Part Num~ber 0 Metal Thread Insert 3/4" V5003BI-007 10 Feniae Adcptet w/Met.d Threac44n5erts :;i,1i 1" V5003B1-010 50 1-1/2" V5003131-015 5 1-1/4" V5003B1-012 5 2" V500381-020 2 Spigot Female Adapter Size irrn IBox 1'1 with Metal Thread Insert 3/4" V50032Bl-007 10 1" V50032131-010 10 Male Adapter with Metal Thread Insert Grooved Coupling Adapter Size Part Number I Box Qty. Size Part Number Box Qty. 3/4" V5004BI-007 10 Male Adter .'/Metal Thread Iiisrs (cri V5004Bl-010 10 1-1/2" V5004B1-015 5 1-1/4" V5004BI-012 5 2" V5004BI-020 2 Size Part Number Box Qty. Size Part Number Box Qty. 11/4 V5001G 012 30 Grooved Coupknq Adapter oIIr1LJ 1-1/2" V5001 G-015 25 2-1/2" V5001G-025 10 V5001 G-020 15 3" V5001G-030 8 Accessories Solvent Cement Size Part Number Box Qty Size Part Number Box Qty Quart V5097Q 12 Pint V5097P 12 Dauber Size I PartNumber _Box Qty ____ Small V5093-S 100 Large V5093-L 100 Size Part Number Box Qty II!IA !MI1?1 Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. C&S <e> @ APPROVED wwwvikinggroupinc.com September 2010 ES-A-C300_C300N ColtTM Series C300, C300N A M E S Double Check Detector Assemblies F(RE&WATERWORKS Sizes: 21/2" - 10" (65— 250mm) 40. ) C30OBFG - The Colt C300, C300N Double Check Detector Assemblies are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C300, C300N may be installed under continuous pressure service and may be subjected to backpressure for non-toxic applications. The Colt C300, C300N is used primarily on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. For use in non-health hazard applications. Specifications The Colt C300, C300N Double Check Detector Assemblies shall consist of two independent Tr-Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tr-Link Check shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections. Tr-Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly shall consist of a meter, which registers in either gallon or cubic measurement, a double check valve assembly and required test cocks. Assembly shall be a Colt C300, C300N as manufactured by the Ames Company. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. Features Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Tr-Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Available with Grooved Butterfly Valve Shutoffs May be Used for Horizontal, Vertical or N Pattern Installations Replaceable Check Disc Rubber It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material prod- uct, consult your local water authority, building and plumbing codes. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. Configurations Horizontal Vertical up "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Tr-Link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Dimensions - Weights Available Models Suffix: OSY - ULJFM outside stem and yoke resilient seated gate valves BEG - UL/FM grooved gear operated butterfly valves with tamper switch *\( FxG - Flanged inlet gate connection and grooved outlet gate connection GxF - Grooved inlet gate connection and flanged outlet gate connection *y GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) Maximum Working Pressure: 175psi (12.1 bar) IN open) C300, C300N SIZE (DN) DIMENSIONS WEIGHT in. mm A in. mm C (OS in. mm 0 in. mm 0 in. mm :1 in. rrn I in. mm J in. mm P in. mm C300 lbs. kg. C300N lbs. kgs. 21/2 65 30/4 781 16/8 416 31/2 89 291A6 738 211/2 56 151/2 393 813A6 223 133A6 335 139 6. 147 67 380 31% 806 18/ 479 1 3A6 94 301/4 768 221/4 515 171/8 435 93As 233 141/2 368 159 7 2 172 78 4 100 333/4 857 223/4 578 4 102 33 838 231/2 597 181/2 470 915A6 252 15/16 386 175 7' 198 90 6 150 431/2 1105 301/8 765 1 51/2 140 443/4 1137 331/4 85 233A6 589 131A6 332 19 483 309 1L) 350 159 8 200 49% 1264 373/4 959 61V16 170 541A 1375 401/8 1019 277A6 697 1511A6 399 21 '/16 538 494 224 569 258 10 250 573/4 1467 45% 1162 i 83As 208 66 1676 49½ 1257 32½ 826 17½6 440 24 610 795 361 965 438 C300BFG, C300NBFG SIZE (ON) DIMENSIONS WEIGHT in. mm A in. mm C in. mm D in. mm S in. mm H in. mm I in. mm J in. mm P in. mm C300BFC lbs. kgs. C300NBFG lbs. kgs. 21/2 65 273/4 705 8 203 31/2 89 29/8 759 211/2 546 1415A6 379 813A 223 13 330 70 32 78 35 3 80 281/4 718 85A6 211 3A6 94 3011A6 779 221/4 565 157A6 392 93A6 233 131/2 343 68 31 81 37 4 100 29 737 815A6 227 311A6 94 3115A6 811 231/2 597 161/4 412 915A6 252 14 356 75 34 98 44 6 150 361/2 927 10 254 5 127 433As 1097 331/4 845 1911A6 500 131A6 332 141/2 368 131 59 171 78 8 200 423/4 1086 121/4 311 6½ 165 51V16 1297 401/8 109 235A6 592 1511A6 399 183Ae 462 275 125 351 159 Noryl® is a registered trademark of SABIC lnnovatve Plastics' psi 12 10 6 0 0 0 Psi 12 10 Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The University of Southern California (FCCCHR-USC) For additional approval information please contact the factory or visit our website at www.amesfirewater.com FM U0 L us <G> ® C& C caus ® Approved 1048 B64.5 (**BFG & OSY Only) Horizontal _______Vertical -------N - Pattern 2½" (65mm) PSI Service Flow Rated Flow *UL Rated Flaw 14 = N 12 10 o 50 100 150 200 250 300 350 gpm 0 190 380 570 760 950 1140 1330 1pm 7.5 15 fps Capacity U LJFM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. Rated Flow identifies maximum continuous duty perfor- mance determined by AWWA. UL Flow Rate is 150% of Rated Flow and is not recom- mended for continuous duty. AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than l0fps. 6" (150mm) PSI Service Flow Rated Flow *UL Rated Flaw 12 N 10 _ v 8 1 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 1pm 7.5 12 fps 3" (80mm) PSI Service Flow Rated Flow *UL Rated Flaw 12 10 H 13 4s4J4 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 1pm 7.5 15 fps 4" (100mm) SI Service Flow Rated Flow *UL Rated Flow 24 - H ! q8 4 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps 8" (200mm) N N H v 500 1000 1500 2000 2500 gpm 1900 3800 5700 7600 9500 1pm 7.5 10 fps 10" (250mm) Service Flow Rated Flaw *UL Rated Flow I 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps Inquire with governing authorities for local installation requirements A A M E S FIRE & WATERWOR KS A Watts Water Technologies Company USA: Backflow Tel: (978) 689-6066 Fax: (978) 975-8350 • AmesFreWater.com USA: Control Valves Tel: (713) 943-0688 Fax: (713) 9449L45 • AmesFireWater.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFiieWater.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52)81-8000-7091 • AmesFireWater.com ES-A-C300_C300N 1503 0 2015 Ames Fire & WaterNorks MALL PIPE P0 TTFR VSR-SFG FOR S VANE TYPE WATERFLOW ALARM SWITCH The Symbol of Protection WITH RETARD AND GLUE-IN UNION CUL, UL and CSFM Listed, CE Marked, NYMEA ACCEPTED US Patent No. 6,471,255 Stock No. 1113555 1113600 W/TSK Service Use: Automatic Sprinkler NFPA- 13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 The Model VSR-SFG is a vane type waterfiow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX (Scepter) that use 1", 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 8-10 gallons per minute (30-38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 cm) of a valve, drain or fitting which changes the direction of the waterfiow. The unit has a 1" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the 1" male fitting from the VSR-SFG. Glue the 1" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. (NOTE: The 1" male fitting must bottom out on the stop of the TEE for proper Service Pressure: Up to 175 PSI (12,07 BAR) Minimum Flow Rate for Alarm: 8-10 GPM (30-38 LPM) Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover held in place with tamper resistant screws No. 1113600 - Tamper: Cover incorporates micro-switch. Cover Tamper: Activated by cover removal. Cover Tamper Switch Contacts: One set SPDT, Rated at250VAC. Cover Tamper Switch Terminations: 8" 22AWG wire leads. Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2' conduit. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX (Scepter). Fits pipe sizes - 1°, 1-1/4", 1-1/2" and 2" Environmental Specifications: Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. For NEMA 4/IP55 rated enclosure - use with appropriate conduit fitting and/or plugs. Temperature range: 40° F to 120° F (4,5° C to 49° C) Caution: This device is not intended for applications in explosive environments. operation of the VSR-SFG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SFG to the 1" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions on how to change paddle. Verify that the 0-ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterfiow as shown in Fig. 2. CAUTION: Do not over-tighten the union nut, hand tighten only! The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. INSPECTION AND TESTING: Check the operation ofthe unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SFG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more frequently). Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MKT. #8800009 - REV P PAGE I OF 2 MFG. #5401062 - 11105 (E)POTTER The Symbol of Protection FOR SMALL PIPE VSR-SFG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE-IN UNION FIG. 1 (MINIMUM CLEARANCE REQUIRED FOR 1" MALE FITTING INSTALLATION OR T MUST BOTTOM OUT REMOVAL OF DEVICE) / ON STOP FIG. 2 Retard Adjustment: To change time, turn knob (either direction) for desired time delay. Use the minimum amount Of retard necessary to prevent false alarms. A "B" setting is usually adequate for this. Factory set at "B". APPROX. RETARD SETTINGS (IN SEC.) I 10 A B C D E 0 10-25 20-40 35-55 50-70 60-90 DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. 3 NO BUSHINGS, INSERTS OR __._ DWG. #1062-1 ADAPTERS ARE PERMITTED Glue the 1" male fitting into the TEE following the TEE manufacturer's instructions for preparation and gluing of CPVC piping systems. Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SFG to the 1" male fitting. FIG. 4 TYPICAL ELECTRICAL CONNECTIONS 2 SETS OF NORMALLY OPEN CONTACTS WATERFLOW ZONE EOLR FROM CLOSE ONALARM ON FIRE PANEL FIRE PANEL THE N.C. AND N.O.MARRINESON POSENvEDC THE SWITCH ARE FOR AN ALARM OR HOTAC CONDITION. BELL NEGATIVE DC OR THE CONTACTS ARE REVERSED NEETRALAC WHEN TUE DEVICE ISIS THE NORMAL CONDITION. FIG. 5 GRINNELL TEE TEE's manufactured prior TEEs manafaclared 10 5/99 after 5/99 RETARD ADJUSTING (WHITE) COM. KNOB (RED) N.O. N.C. MOUNT 50 ARROW ON CAUTION BASE POINTS THAT 0—RING IS IN DIRECTION IN 0—RING GROOVE OF WATERFLOW BEFORE INSTALLING SWITCH. NOTES: COVER TAMPER The model VSR-SFG has two SWITCH switches, one can be used to operate a (SHOWN WITH central station, proprietary or remote COVER IN PLACE) signaling unit, while the other is used to operate a local audible or visual annunciator. rn For supervised circuits see "Switch Terminal Connections" drawing and C N.O. N.C. (WilT) (RED) (BILK) caution note (Fig. 6). FIG. 6 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL DIRECTION OF WATERFLOW Important: #1093-3 7 paddles are furnished with each unit to accommodate the various sizes and manufacturers of TEES. The paddles have raised lettering that show the pipe size and the TEE manufacturer they are to be used with. The proper paddle must be used. The paddle must be properly attached (see Fig. 3) and the screw that holds the paddle must be securely tightened. 1" MALE RUN OF THE FITTING ON TEE MAY BE ALL SIZES 1", 1 1/4", 1 1/2" OR 2" DIRECTION OF DWG fl1O62-2 WATERFLOW Shown With optional Cover Tamper Switch Kit. ) DADa 923.3 NOTICE: DING. ID62-4 As of 5/99 Grinnell has changed the design of their TEE fittings. The new fittings will require the use of the standard paddle, while you will still be required to use the paddle marked Grinnell on all fittings manufactured prior to this date. Failure to install the correct paddle could cause the device to malfunction or operate improperly. CAUTION: I An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterfiow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. PRINTED IN USA MKT. #8800009 - REV P ' PAGE 2 OF 2 MFG. #5401062 - 11105 FNPT x FNST* Connection F P P I Description The single outlet open snoot is constructed of cast brass. The single swivel is complete with gasket and comes standard with pin lugs. Outlet is 21/2" NPT female thread. Comes standard with 21/2" NST female swivel. Kit includes: open snoot, 2 ½" brass plug with chain, and 21/2" FDC Brass Wall Plate. Installation Specifications Installation can be achieved with tools readily available in the field using common installation practices. Make sure male threads of pipe to which the Material: Cast Brass snoot is being attached are liberally coated with a pipe thread sealant such as PipeFit Thread Sealant with PTFE or PTFE Thread Sealant Tape. Tighten the Size: snoot until hand tight. Tighten one additional turn past hand tight to achieve a 21/2 FNPT x F Swivel* water tight seal of the threads. DO NOT OVER TIGHTEN! Over Tightening may *Available Swivels: cause thread failure as well as cracking of the snoot body. NST 3.0686" x 71/2 TPI BCT 3.000" x 8 TPI CLV 3.078" x 8 TPI DET 3.125"x7½TPI ONT 3.125" x 5 TPI PHX 3.062" x 6 TPI QST 3031" x 7 TPI TEM 3.075" x 6 TPI Check thread dimensions for other 21/2" applications. 3198 LIONSHEAD AVE CARLSBAD, CA 92010 TEL +1 760 599-1168 +1800344-1822 FAX +1800344-3775 © 2012 Fire Protection Products, Inc. 'II No holes (except knockouts) LA 1'/2" round hole may be 6j61 / allowed in bearing zones cut anywhere in the web. Do not out holes Provide at least 3" of larger than 1/2" clearance from other holes, round in cantilevers. Minimum distance from support, listed in table below, is required for all holes greater than 11/2" DO cut in web area as specified BCI® Joist Hole Location & Sizing BCI® Joists are manufactured with 1V2" round perforated knockouts in the web at approximately 12' on center Minimum spacing = 2x greatest dimension D of largest hole (knockouts exempt) D DO NOT (see table below) j (see table below) cut or notch flange Round Hole Diameter [in] 2 3 4)56 14 15 Rectangular Hole Side (in] - - - 3 Any ± 9y,, Span Joist 16 1-0"E 3-5" 4-8" 5-11" 7-2' 5 6 7 8 87 / 11 12 13 14 15 Round Hole Diameter [in] 2 3 4 - -1-----1- --- - -+-- -4 - Rectangular Hole Side [in] - - - i 2 3 1 5 7 J, 8 Any Span 5-115-91 Joist 201-5" 2-7" 3'-10"j 5'-0"t 6-2"j 4"8'-6"9'-7" 1 Round Hole Diameter [in] 2 3 4 5 , 6 7 8 8I 10 11 12 13 - 14 15 Rectangular Hole Side [in] - - - - 2 3 5 6 8 9 - - - - T T 1'--- "' -_ --i- 8 I i-a" 1,-1" 1-2" 1-2" 1-6" 1,-11,' 2'4" 2-9" 3-3' 3-8" I 12 1-0" 1,-i" 1-2" 1-7" 2'-3" 2-11" 3-6" 4-1,4-101 5-6" Any Span .................... 14" 16 1,-a', 1-1" 1-3" 2'-2" 3-0" 3-101 4-9" 5-6" 6'-6" , 7-4" Joist 20 10 ___ 81192 4. 24 1-0" 1,-i" 1'-11" 3-3" 4'-6" 5-101 7-1" 8-3" Round Hole Diameter [in] 2 3 4 5 6 7 8 8 /8 10 11 12 13 14 15 Rectangular Hole Side [in] - - - - , - 2 3 5 6 8 9 10 - - 8 1-0" 1-1" 1-2" 1-2" 14" 1-3" 1-7" 1-11" 2-4" 2-9" 3'-2" 3-7" , 12 1-0" 1-1" 1-2" - 1-2" 1-3" 1-9" 2'4" 2-11" 3-7" 4'-2" 4-9" 5-4" Any 16" Span 16 1-0" 1-1" 1-2" 1-2" 1-7" 2'-5" 3'-2" 3-10" 4-9" 5-7" 64" 7'-2" - ' ' Joist 20 1-0" 1-1" 1-2" 1-2" 2-0" 3-0" 4-0" 4-10" 5-116-11" 7-11" 8-11" 24 1,-a,' 1-i" 1-2" 1-3" 2'-5" 3-7" 4-9" 5-10" 7-2" 8'4" 9'-6" 10-9" Round Hole Diameter [in] 2 - -- - -- 3 ' . - ' 4 5 6 7 8 81/ 10 ' 11 12 13 14 15 + . - -+ —1--_.- Rectangular Hole Side [in] - - - - - I - 2 , 3 5 6 7 , 9 10 1 11 12 1-0" 1,-i,' 1-2" I 1-2" 1 1-5" 1'_ll"j 2-4" 2-9" 3-3" 3-9" 4'-2" 4'-8" 5-1" 5-7" 18" 16 1,-a" .. i-i" 1-2" .......t.................... t.... 1-111 2'-7" 3'-2" 3'-8" 4-5" 5,-a,' I 5'-7"J±3" 16-101_7-5" I 1-4 +2'-5" '' 1,-i" 1-2" BC15 Span 1-8" t'3'-3'H 4-01 4'-8" 5-6" 6'-3" 7'O" 7'9" 8'-7" 9-4" 902.0 [it] - -- -........ . Joist * rn 1:0:: 6 11-01, 8. Round Hole Diameter [in] 2 3 4 5 6 7 8 8 7/8 10 11 12 13 14 15 Rectangular Hole Side [in] - - - . - - - , - 2 3 5 6 7 - 8 10 12 1-0" 1-1" 1-2" 1-2" 1-3" 1-6" 1-11" 2-3" 2'-9" 3'-2" 3-7" 3-11" 4-4" 4-9" 20" , 16 1-0" 1-1" 1-2" 1-2" 1-6" 2-1" 2'-7" 3-1" 3'-8" 44" 4-9" 5-3" 5-10" 64' BCIO Span 201-0" 1-1" 1-2" 1-3" - 1-112-73-3" 3-10" 4-7' 5-3" 5'-11"6'-7" '7-48-0" 902.0 ' Joist 24 1-0" 1-1" 1-2" 1-6" 2-4" 3-1" 3-11" 4-7" 5'-6" 6'4" 7-2" 7-11" 8'4" 9-7" - , ' - 28 1-0" 1-1" ' 1-2" 1-9" 2-8" 3-8" 4-7" 5-5" 6-6" 7-5" 8-4" 9-3" 10-3" 11-2" Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 11/2 round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned vertically anywhere in the web. The joist may be set with the 11/2" knockout holes turned either up or down. This table was designed to apply to the design conditions covered by tables elsewhere in this publication. Use the BC CALC® software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limita- tions of this table by analyzing a specific application with the BC CALC5 software. Boise Cascade EWP • Western Søectier Guide • 01l1'2013 VERSA-LAM® Allowable Floor Joist Spans _.. ......-..: ............ .. . •••--.......•- Heavy Storage: 250 psf Live Load / 25 psf Dead Load O.C. 11/21 VERSA-LAM® 1.7 2400 1%" VERSA-LAM® 2.0 2800 Spacing 71/4 9% 111/4 91/2 11% 14 16 12" 7-8" 9-10" 12-0" 11-3" 14-1" 16-8" 1914" 16" 74" 8-11" 10-11" 10-3" 12-10' 15-1" 17'-4" 19.2" 6-7" 8-5" 10-3' 9-7" 12-0" 141-3" 16'4' 24" 1 5-10" 7-6" 91-1" 8-11" 1 11'-2" 13'-2" 1 15'—l" Loading based upon Heavy Storage - Table 1607.1 of 2006 International Building Code. Spans limited by allowable moment and reaction values, total load deflection of L/240. Live load deflection limited to L/600 with 50 psf, L/360 with 250 psf. Table values represent the most restrictive of simple or multiple span applications. Table values are the maximum allowable clear distance between supports. - This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALCO sizing software. - Table based upon bearing supports of 2x6 framing. - 11/2' VERSA-LAM 1.7 2400 is a special order product, check with supplier or Boise Cascade representative for availability. - Bold spans indicate applications where bearing wider than 2x6 framing may be needed at intermediate supports. Light Storage: 125 psf Live Load / 25 psf Dead Load O.C. 11/2" VERSA-LAM® 1.7 2400 1%" VERSA-LAM® 2.0 2800 Spacing 71/4 91/4 111/4 91/2 11% 14 16 12" 9-9" 12-5" 15-2" 14-3" 17!--1 0" 211-0" 24'-1" 16" 8'-10" 11-3" 13'-9" 12-11" 16-2" 19-1" 21-10" 19.2" 81-3" 10-7" 12-11" 12-2" 15-2" 17-11" 20-6" 24" 7-8" 9-10" 12'—O" 1 11-3" 14—i" 1 16-8" 191-11, - Loading based upon Light Storage - Table 1607.1 of 2006 International Building Code. - Spans limited by allowable moment and reaction values, total load deflection of L/240. Live load deflection limited to L/600 with 50 psf, L/360 with 125 psf. - Table values represent the most restrictive of simple or multiple span applications. - Table values are the maximum allowable clear distance between supports. - This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC' sizing software. - Table based upon bearing supports of 2x6 framing. - 11/2' VERSA-LAM 1.7 2400 is a special order product, check with supplier or Boise Cascade representative for availability. Allowable Holes in VERSA-LAM® Beams See Note 3 Notes Square and rectangular holes are not permitted. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. Do not drill more than three access holes in any four foot long section of beam. The maximum round hole diameter permitted is: Beam Depth Max. Hole Diameter 51/2 3/4 1/4 71/4" 91/," and greater 1/3 Depth -i iii 1/3 Depth 1/3 Depth ''' 1(3 Span /3 Span -'-VP'-'- End Bearing Intermediate Bearing These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification" for Wood Construction. Beams deflect under load. Size holes to provide clearance where required. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering. Boise Cascade EWP • Western VERSA-LAM' Guide 11/29/2012 Confidential Page 1 6/20/2017 NP Mechanical Inc. 9225 SteICoiit Ste. A Cmana,CA.92883 June 20, 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 Blue Sage the following corrections have been made: Provided copy of approved underground plans. Provided letter from Architect. Identifying the make and model of FDC (See FP1) 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 0 T (951) 667-4220 0 F (951) 667-4216 0 www.np-mechanical.com t u r e + Panning January 9, 2017 Project Name: BLUE SAGE AT THE PRESERVE SAAP Job #: 2015033 DGA PC #: CB6003 To whom it may concern, This is to confirm that specifying the NFPA 13R for this project is neither intended for area increase nor for change in Type of Construction. CoMiall~j, anw(5'. Mulln Project Architect / Starck Architecture + Planning Fon: 619 299-7070 Fax: 619 295-8768 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' 'Fit ot 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. 'Test 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: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ Title/Org:ectManager Date: 7/7/2017 I IIl Legend wHydrant Pipe ZONE 330 446 580 0 Flow Test Location oad 12. Quarry Creek - Fire Flow Analysis