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HomeMy WebLinkAbout2820 LOKER AVE E; ; FPC2017-0192; Permit((7ity of PERMIT REPORT Carlsbad Print Date: 12/08/2020 Permit No: FPC2017-0192 Job Address: 2820 LOKER AVE, CARLSBAD, CA 92010 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers - Parcel #: 2090831500 Track #: Applied: 07/14/2017 Valuation: $2,899,623.00 Lot #: Issued: 09/18/2017 Occupancy Group: Project #: DEV16008 Finaled Close Out: 12/08/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: CARLSBAD OAKS EAST LOT 24 Description: CARLSBAD OAKS LOT 24- SPRINKLER (NEW) 2 RISERS, 671 HEADS FPContractor: VANGUARD FIRE PROTECTION INC 417 CARLSBAD VILLAGE DR CARLSBAD, CA 92008-2302 (760) 727-8540 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 Total Fees: $1,062.00 Total Payments To Date: $1,062.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 760-602-4665 1760-602-8561 f I www.carlsbadca.gov — fpC 2-Cl + Engineering, Inc. August 14, 2017 Mr. Dennis Grubb Dennis Grubb & Associates 6550 Van Buren Blvd, Ste E Riverside, CA 92053 Re: Carlsbad Oaks East Lot 24-Plan Corrections R21-1 Project No.: 16063 Dear Mr. Grubb: It is my observation and opinion that the loads imposed at the point of connection on the ceiling by the sprinkler system design as shown on plans developed by Vanguard Fire Protection, dated 2-12-17 (Contract 16-218) for the Carlsbad Oaks East Lot 24 (Carlsbad Permit # FPC201 7-0192, Sheets. FPI -FP5) are in compliance with the loading requirements as specified in CBC-2016, Chapter 16. Should you have any questions or need any additional information, please do not hesitate to contact our office. Respectfully, Robert H. Hendershot, Vice President S.E. 2416 CC. Matt Hickman Vanguard Fire Protection P.O. Box 1330 Vista, CA 92085-1330 16466 Bernardo Center Drive, Suite 279 Las Vegas, NV San Diego, CA 92128 Salt Lake City, UT 858.673.8416 tel No. 70b FPC2017-0192 CARLSBAD FIRE I Fire Preventio 1635 Faraday Avenue — i 760.602., 2820 LOKER AVE WATER AVAILA FILE COPY SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Carlsbad Oaks Lot 24 SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2820 Loker Ave E CITY: Carlsbad PHONE: ( 760) 727-8540 (Vanguard Fire Protection, Inc.) FAX NUMBER: (760) 727-8542 Largest Building (ft2): 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): Loker Ave east of El Fuerte St TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 123 PSI Hydrant Number (if applicable): N/A Elevation of test: 415 Feet Date/Time of Test': Pitot Tube Reading:._______________ PSI Corresponding Flow ______________ GPM Total Flow: 81000 GPM Residual Pressure 111 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi of greater than 8,000 gpm. However, velocity at this flow rate exceed the maximum allowable 10 fps criteria. Therefore, the maximum certifiable fire flow is 8,000 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:jJe:n*fer.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signat Title/O Manager Date: 07/12/2017 8. I 1II /1/ N/N NTLfJ I I / N 8- 3 30 14r + 71 F-I F-I Jo- Legend I w_Hydrant Pipe ZONE -700 2820 Loker Ave E (Carlsbad Oaks Lot 24) - Fire Flow Analysis A I jk'WA, No - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name Lot 24 System I Building Location : 2820 Loker Ave. System : Area #1 Contract Data File : Lot 24 System I Proof.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VAFtGDAD' FIRE PROTECTION Page Lot 24 System I Date HYDRAULIC CALCULATIONS for Project name: Lot 24 System I Location: 2820 Loker Ave. Drawing no: Date: 7-10-17 Design Remote area number: Area #1 Remote area location: System I Tree Portion Occupancy classification: ESFR Shell Density: ESFR - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR 25 No. of sprinklers calculated: 12 @ 20ps1 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1649.73 - GPM @ 105.614 - Psi Type of system: Wet Volume of dry orpreaction system: N/A - Gal Water supply information Date: 1-23-17 Location: Loker Ave east of El Fuerte St. Source: Carlsbad Fire Dept. Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Proof caic at tree portion of system I grid system. Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 VVdLI 0U14)IY LUIV (.#) VANGUARD FIRE PROTECTION Page 2 Lot 24 System I Date City Water Supply: Demand: Cl - Static Pressure : 110.7 Dl - Elevation : 14.292 C2 - Residual Pressure: 99.9 D2 - System Flow : 1399.73 C2 - Residual Flow : 8000 D2 - System Pressure : 105.614 Hose ( Demand) : 250 D3 - System Demand : 1649.73 Safety Margin : 4.504 150 140 130 ci o120 -- 110 1 )2—..---- - - ---- C2 E10° s 90 580 u 70 R6° E5° 40 30 nj 20 -- 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N A 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram 1 _ I VANGUARD FIRE PROTECTION Page 3 Lot 24 System I Date 112.7 342.7 SI - S2 - S3 4-S4 - 6 226.1 4659 I 465.9 112.8 343 I S5 --S6 - ST - S8 - 7 226.3 46812 I 932.1 113.1 344 I S9 - SIO SII SI2 8 227 467.6 465.9 1399.7 1399.7 1399.7 1399.7 6 4-7 4-8 4-FM4-TRI4-BRI4- MM- FLG4-DI +-.UG 4-UGI 932.1 1399.7 1399.7 1399.7 1080.4 569.4 UG2-> UG t I 1080,4 56.4 1649.7 UG2- UGI4- BFI*-- BF2+- SRC 1649.7 1649.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 riuiiiys useu ouiiuiiidiy VANGUARD FIRE PROTECTION Page 4 Lot 24 System I Date Fitting Legend Abbrev. Name V2 % 1 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 - B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 1390 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 1345 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA 1390 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD - VANGUARD FIRE PROTECTION Page 5 Lot 24 System I Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. Si 33.0 25.2 20.0 na 112.7 1.0 1 20.0 S2 33.0 25.2 20.25 na 113.41 1.0 1 20.0 S3 33.0 25.2 21.4 na 116.59 1.0 1 20.0 S4 33.0 25.2 23.89 na 123.17 1.0 1 20.0 S5 33.0 25.2 20.03 na 112.79 1.0 1 20.0 S6 33.0 25.2 20.29 na 113.5 1.0 1 20.0 S7 33.0 25.2 21.44 na 116.68 1.0 1 20.0 S8 33.0 25.2 23.93 na 123.27 1.0 1 20.0 S9 33.0 25.2 20.15 na 113.12 1.0 1 20.0 S10 33.0 25.2 20.41 na 113.84 1.0 1 20.0 Sil 33.0 25.2 21.57 na 117.03 1.0 1 20.0 S12 33.0 25.2 24.07 na 123.63 1.0 1 20.0 6 32.0 43.71 na 7 32.0 43.78 na 8 32.0 44.02 na FM 32.0 57.15 na TR1 32.0 58.94 na BR1 2.0 78.22 na MFD 2.0 80.23 na FLG 2.0 81.33 na Dl -4.0 84.29 na UG -4.0 87.26 na 250.0 UG2 -4.0 88.59 na UGi -4.0 89.91 na BF1 -4.0 91.45 na BF2 -4.0 105.54 na SRC 0.0 105.61 na The maximum velocity is 26.15 and it occurs in the pipe between nodes S12 and 8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - I VANGUARD FIRE PROTECTION Page 6 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **m** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SI 112.70 2.703 0.0 8.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S2 112.7 0.0318 0.0 8.000 0.254 Vel = 6.30 S2 113.41 2.703 0.0 10.000 20.254 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S3 226.11 0.1151 0.0 10.000 1.151 VeI = 12.64 S3 116.59 2.703 0.0 10.000 21.405 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S4 342.7 0.2484 0.0 10.000 2.484 Vet = 19.16 S4 123.17 2.703 2T 37.301 6.920 23.889 K Factor = 25.20 to 120.0 0.0 37.301 0.433 6 465.87 0.4384 0.0 44.221 19.385 Vet = 26.05 0.0 465.87 43.707 K Factor= 70.47 S5 112.79 2.703 0.0 8.000 20.033 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S6 112.79 0.0318 0.0 8.000 0.254 Vet = 6.31 S6 113.50 2.703 0.0 10.000 20.287 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S7 226.29 0.1153 0.0 10.000 1.153 VeI= 12.65 S7 116.69 2.703 0.0 10.000 21.440 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S8 342.98 0.2488 0.0 10.000 2.488 Vet = 19.18 S8 123.27 2.703 2T 37.301 6.920 23.928 K Factor = 25.20 to 120.0 0.0 37.301 0.433 7 466.25 0.4390 0.0 44.221 19.414 Vet = 26.07 0.0 466.25 43.775 K Factor= 70.47 S9 113.12 2.703 0.0 8.000 20.152 K Factor = 25.20 to 120.0 0.0 0.0 0.0 SIO 113.12 0.0319 0.0 8.000 0.255 Vet= 6.32 SIO 113.84 2.703 0.0 10.000 20.407 K Factor = 25.20 to 120.0 0.0 0.0 0.0 SII 226.96 0.1159 0.0 10.000 1.159 Vet= 12.69 Sill 117.03 2.703 0.0 10.000 21.566 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S12 343.99 0.2502 0.0 10.000 2.502 Vet = 19.23 S12 123.63 2.703 2T 37.301 6.920 24.068 K Factor = 25.20 to 120.0 0.0 37.301 0.433 8 467.62 0.4414 0.0 44.221 19.520 Vet = 26.15 0.0 467.62 44.021 K Factor= 70.48 6 465.87 6.357 0.0 10.000 43.707 to 120.0 0.0 0.0 0.0 7 465.87 0.0068 0.0 10.000 0.068 Vet = 4.71 7 466.24 6.357 0.0 10.000 43.775 to 120.0 0.0 0.0 0.0 8 932.11 0.0246 0.0 10.000 0.246 Vet= 9.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 7 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 8 467.62 6.357 1 17.603 234.250 44.021 to 120.0 0.0 17.603 0.0 FM 1399.73 0.0521 0.0 251.853 13.126 Vel = 14.15 FM 0.0 6.357 1 17.603 16.830 57.147 to 120.0 0.0 17.603 0.0 TRI 1399.73 0.0521 0.0 34.433 1.795 Vet = 14.15 TRI 0.0 6.357 1 12.573 30.000 58.942 to 120.0 IS 40.235 90.528 12.993 BRI 1399.73 0.0521 IT 37.72 120.528 6.282 Vet= 14.15 BRI 0.0 6.357 IT 37.72 0.830 78.217 to 120.0 0.0 37.720 0.0 MFD 1399.73 0.0521 0.0 38.550 2.009 Vet = 14.15 MFD 0.0 6.357 1 17.603 3.500 80.226 to 120.0 0.0 17.603 0.0 FLG 1399.73 0.0521 0.0 21.103 1.100 Vet= 14.15 FLG 0.0 8.27 1 32.344 6.000 81.326 to 150.0 0.0 32.343 2.599 Dl 1399.73 0.0096 0.0 38.343 0.367 Vet = 8.36 Dl 0.0 7.68 2G 10.025 106.000 84.292 to 150.0 IF 11.278 110.270 0.0 UG 1399.73 0.0137 2E 45.11 216.270 2.970 Vel = 9.69 IT 43.857 UG -319.36 7.68 2F 22.555 245.000 87.262 Qa = 250 to 150.0 IT 43.857 66.412 0.0 UGI 1080.37 0.0085 0.0 311.412 2.649 Vet = 7.48 0.0 1080.37 89.911 KFactor= 113.94 UG2 -569.36 7.68 3F 33.833 478.000 88.594 to 150.0 0.0 33.833 0.0 UG -569.36 -0.0026 0.0 511.833 -1.332 Vel = 3.94 0.0 -569.36 87.262 K Factor = -60.95 UG2 569.36 7.68 3F 33.833 429.000 88.594 to 150.0 IT 43.857 77.690 0.0 UGI 569.36 0.0026 0.0 506.690 1.317 Vet = 3.94 UGI 1080.37 7.68 1G 5.012 55.000 89.911 to 150.0 1 22.555 27.567 0.0 BFI 1649.73 0.0186 0.0 82.567 1.537 Vel= 11.43 BFI 0.0 8.27 2E 56.936 20.000 91.448 to 140.0 IT 55.354 112.290 12.144 *Fixed toss - 12.144 BF2 1649.73 0.0147 IZim 0.0 132.290 1.951 Vet = 9.85 BF2 0.0 7.68 1G 5.012 48.000 105.543 to 150.0 IT 43.857 48.869 -1.732 SRC 1649.73 0.0186 0.0 96.869 1.803 Vet = 11.43 0.0 1649.73 105.614 K Factor = 160.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams I - VANGUARD FIRE PROTECTION Page 8 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Ca or Ftng1s Pe Pv ** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ... Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : Lot 24 System 1 Building Location : 2820 Loker Ave. System : Area #2 Contract : Data File : Lot 24 System I Remote.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 Lot 24 System 1 Date HYDRAULIC CALCULATIONS for Project name: Lot 24 System I Location: 2820 Laker Ave. Drawing no: Date: 7-10-17 Design Remote area number: Area #2 Remote area location: System I Remote Occupancy classification: ESFR Shell Density: ESFR - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR 25 No. of sprinklers calculated: 12 @ 20psi In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1625.793-GPM Type of system: Wet Volume of dry orpreaction system: N/A - Gal Water supply information Date: 1-23-17 Location: Laker Ave east of El Fuerte St. Source: Carlsbad Fire Dept. © 106.908-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority ha ving jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Most remote, area has been peaked. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLI 0U1411Y ,UiV VANGUARD FIRE PROTECTION Page 2 Lot 24 System I Date City Water Supply: Cl -Static Pressure : 110.7 C2 - Residual Pressure: 99.9 C2 - Residual Flow : 8000 Demand: Dl - Elevation : 14.292 02 - System Flow : 1375.79 D2 - System Pressure : 106.908 Hose ( Demand) : 250 D3 - System Demand : 1625.79 Safety Margin : 3.226 150 140 130 P 120 Cl R 110 C2 E 100 90 80 U 70 R 60 E 50 40 30 20 10 10002000 3000 4000 5000 6000 7000 •IIS FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now L)IdIdIII VANGUARD FIRE PROTECTION Page 3 Lot 24 System I Date 226.8 0.7 228.8 10 - P1 -. P2 - P3 - P4 - 40 t 112 113.4 t I 226.8 I 228.8 I 228.9 0.5 223 II -.P5 -,.P6 -,P7 4-P8 4-41 113.8 112.6 C I 455.7 I 457 I 236.4 4.9 226 12 -, P9 - P10-i. P114- P124- 42 C 119.5 109.6 I 692.1 I 88.3 13 -. 43 C C I 604.8 772 I 75. 14 . 44 1 -T I 52q.6 847.2 I 63. 15 +--45 C C I 4648 911 1 541 16 46 C -1- I 41q.7 965.1 I 4SF 17 47 C C 36.1 1010.7 I 38. 18 +-48 C C I 32q.5 1049.3 I 33. 19 +-49 C C I 29.3 1082.5 I 28. 20 - 50 C C I 2647 1111.1 I 25.8 21 . 51 C C I 239.1 1136.7 I 23.8 22 e- 52 C C I 21.2 1160.6 I 234 23 - 53 C C I 191.5 1184.3 I 24.8 24 - 54 C C I 16q.9 1208.9 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 now UIdI dill VANGUARD FIRE PROTECTION Page 4 Lot 24 System I Date 26. 254-55 1- t I 14q.2 1235.6 I 29.8 26 - 56 T t I 11q.6 1265.2 I 33.8 27 . 57 t t I 7.8 1298.5 I 36.8 28 - 58 T t I 40. 1335.2 I 40.8 29 +-59 226.8 692.1 528.6 410.7 326.5 264.7 215.2 166.9 110.6 40.6 104-11+-12 4-13 4-14 (-15 +-16 17 4-18 *-19 (-20 +-21 +-22 4-23 +-24 -25 4-264-27 *-28 (-29 455.7 t 60318 t 46418 t 36511 t 29313 1 23911 t 19tt5 t 14012 t 77. t I 88.p 75. 63.8 54 I 45.T 38.f 33.1 28.8 25.f 23.8 23.8 24.f 26.8 29.8 •? 36.8 40.6 228.8 6871.7 1 8471.2 I 96.1 I 1049.3 I 11111.1 I 110.6 I 12q8.9 I 12q5.2 I 13715.2 1375.8 1375.8 1375.8 1064.7 40 *-41 (-42 .-43 .-44-45 (-464-47 -48 4-494-504-514-524-534-54 -55 56 -57 -58 *-59 4-FM4-TR14-BR14-MFt-FLG4-DI 4-UG+-UGI 457 772 911 1010.7 1082.5 1136.7 1184.3 1235.6 1298.5 1375.8 1375.8 1375.8 1375.8 561.1 UG2-) UG t 1064.7 561.1 1625.8 UG24- UGI4- BFI+- BF24- SRC 1625.8 1625.8 Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 ruLutlys useu ouuuiiiuty VANGUARD FIRE PROTECTION Page 5 Lot 24 System I Date Fitting Legend Abbrev. Name % 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA I39O' Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375A0A Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 6 Lot 24 System I Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 10 32.0 36.72 na P1 33.0 25.2 20.76 na 114.83 1.0 1 20.0 P2 33.0 25.2 20.0 na 112.7 1.0 1 20.0 P3 33.0 25.2 20.0 na 112.7 1.0 1 20.0 P4 33.0 25.2 20.96 na 115.36 1.0 1 20.0 11 32.0 37.15 na P5 33.0 25.2 20.93 na 115.29 1.0 1 20.0 P6 33.0 25.2 20.14 na 113.1 1.0 1 20.0 P7 33.0 25.2 20.14 na 113.1 1.0 1 20.0 P8 33.0 25.2 21.09 na 115.72 1.0 1 20.0 12 32.0 38.71 na P9 33.0 25.2 21.52 na 116.91 1.0 1 20.0 P10 33.0 25.2 20.66 na 114.55 1.0 1 20.0 P11 33.0 25.2 20.66 na 114.54 1.0 1 20.0 P12 33.0 25.2 21.56 na 117.0 1.0 1 20.0 13 32.0 42.09 na 14 32.0 4472 na 15 32.0 46.77 na 16 32.0 48.39 na 17 32.0 49.68 na 18 32.0 50.71 na 19 32.0 51.51 na 20 32.0 52.2 na 21 32.0 52.74 na 22 32.0 53.19 na 23 32.0 53.56 na 24 32.0 53.86 na 25 32.0 54.08 na 26 32.0 54.25 na 27 32.0 54.35 na 28 32.0 54.4 na 29 32.0 54.42 na 40 32.0 51.38 na 41 32.0 51.4 na 42 32.0 51.47 na 43 32.0 51.61 na 44 32.0 51.78 na 45 32.0 51.99 na 46 32.0 52.22 na 47 32.0 52.48 na 48 32.0 52.77 na 49 32.0 53.06 na 50 32.0 53.38 na 51 32.0 53.71 na 52 32.0 54.04 na 53 32.0 54.39 na 54 32.0 54.76 na 55 32.0 55.11 na 56 32.0 55.51 na 57 32.0 55.92 na 58 32.0 56.28 na 59 32.0 56.67 na FM 32.0 59.2 na TR1 32.0 60.94 na BR1 2.0 80.02 na MFD 2.0 81.97 na FLG 2.0 83.03 na Dl -4.0 85.99 na UG -4.0 88.86 na 250.0 UG2 -4.0 90.16 na UG1 -4.0 91.44 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard VANGUARD FIRE PROTECTION Page 7 Lot 24 System I Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual BF1 -4.0 92.94 na BF2 -4.0 106.88 na SRC 0.0 106.91 na The maximum velocity is 25.74 and it occurs in the pipe between nodes 12 and 13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 Lot 24 System 1 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 -226.83 2.203 2T 27.277 22.250 36.724 to 120.0 0.0 27.277 -0.433 P1 -226.83 -0.3135 0.0 49.527 -15.526 Vel = 19.09 P1 114.83 2.203 0.0 9.000 20.765 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P2 -112.0 -0.0850 0.0 9.000 -0.765 Vel = 9.43 P2 112.70 2.203 0.0 10.000 20.000 K Factor= 25.20 to 120.0 0.0 0.0 0.0 P3 0.7 0.0 0.0 10.000 0.0 Vet = 0.06 P3 112.70 2.203 0.0 11.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P4 113.4 0.0869 0.0 11.000 0.956 Vel= 9.54 P4 115.36 2.203 2T 27.277 66.920 20.956 K Factor = 25.20 to 120.0 0.0 27.277 0.433 40 228.76 0.3184 0.0 94.197 29.995 Vet = 19.25 0.0 228.76 51.384 KFactor= 31.91 11 -228.91 2.203 2T 27.277 22.250 37.153 to 120.0 0.0 27.277 -0.433 P5 -228.91 -0.3188 0.0 49.527 -15.791 Vel = 19.27 P5 115.28 2.203 0.0 9.000 20.929 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P6 -113.63 -0.0872 0.0 9.000 -0.785 Vet = 9.56 P6 113.10 2.203 0.0 10.000 20.144 K Factor= 25.20 to 120.0 0.0 0.0 0.0 P7 -0.53 0.0 0.0 10.000 0.0 Vet = 0.04 P7 113.10 2.203 0.0 11.000 20.144 K Factor= 25.20 to 120.0 0.0 0.0 0.0 P8 112.57 0.0857 0.0 11.000 0.943 Vel = 9.48 P8 115.72 2.203 2T 27.277 66.920 21.087 K Factor = 25.20 to 120.0 0.0 27.277 0.433 41 228.29 0.3172 0.0 94.197 29.883 Vel = 19.22 0.0 228.29 51.403 KFactor= 31.84 12 -236.38 2.203 2T 27.277 22.250 38.713 to 120.0 0.0 27.277 -0.433 P9 -236.38 -0.3383 0.0 49.527 -16.757 Vet = 19.90 P9 116.91 2.203 0.0 9.000 21.523 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P10 -119.47 -0.0957 0.0 9.000 -0.861 Vel = 10.06 P10 114.55 2.203 0.0 10.000 20.662 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P11 -4.92 -0.0003 0.0 10.000 -0.003 Vel = 0.41 P11 114.54 2.203 0.0 11.000 20.659 K Factor = 25.20 to 120.0 0.0 0.0 0.0 P12 109.62 0.0816 0.0 11.000 0.898 VeI= 9.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn P12 117.00 2.203 2T 27.277 66.920 21.557 K Factor = 25.20 to 120.0 0.0 27.277 0.433 42 226.62 0.3129 0.0 94.197 29.478 Vel = 19.07 0.0 226.62 51.468 KFactor= 31.59 13 88.33 2.203 41 54.555 119.170 42.093 to 120.0 0.0 54.555 0.0 43 88.33 0.0548 0.0 173.725 9.514 Vet = 7.43 0.0 88.33 51.607 K Factor= 12.30 14 75.19 2.203 4T 54.555 119.170 44.718 to 120.0 0.0 54.555 0.0 44 75.19 0.0407 0.0 173.725 7.062 Vel = 6.33 0.0 75.19 51.780 K Factor = 10.45 15 63.83 2.203 4T 54.555 119.170 46.771 to 120.0 0.0 54.555 0.0 45 63.83 0.0300 0.0 173.725 5.215 Vet = 5.37 0.0 63.83 51.986 K Factor = 8.85 16 54.04 2.203 4T 54.555 119.170 48.389 to 120.0 0.0 54.555 0.0 46 54.04 0.0221 0.0 173.725 3.833 Vet = 4.55 0.0 54.04 52.222 K Factor = 7.48 17 45.67 2.203 4T 54.555 119.170 49.676 to 120.0 0.0 54.555 0.0 47 45.67 0.0162 0.0 173.725 2.808 Vet = 3.84 0.0 45.67 52.484 K Factor = 6.30 18 38.61 2.203 41 54.555 119.170 50.711 to 120.0 0.0 54.555 0.0 48 38.61 0.0118 0.0 173.725 2.058 Vel = 3.25 0.0 38.61 52.769 K Factor = 5.32 19 33.12 2.203 4T 54.555 119.170 51.510 to 120.0 0.0 54.555 0.0 49 33.12 0.0089 0.0 173.725 1.550 Vel = 2.79 0.0 33.12 53.060 K Factor = 4.55 20 28.62 2.203 41 54.555 119.170 52.201 to 120.0 0.0 54.555 0.0 50 28.62 0.0068 0.0 173.725 1.183 Vet = 2.41 0.0 28.62 53.384 K Factor = 3.92 21 25.61 2.203 4T 54.555 119.170 52.743 to 120.0 0.0 54.555 0.0 51 25.61 0.0055 0.0 173.725 0.963 Vel = 2.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 10 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn 0.0 25.61 53.706 K Factor = 3.49 22 23.95 2.203 4T 54.555 119.170 53.193 to 120.0 0.0 54.555 0.0 52 23.95 0.0049 0.0 173.725 0.850 Vet = 2.02 0.0 23.95 54.043 K Factor = 3.26 23 23.65 2.203 4T 54.555 119.170 53.562 to 120.0 0.0 54.555 0.0 53 23.65 0.0048 0.0 173.725 0.831 Vet = 1.99 0.0 23.65 54.393 K Factor = 3.21 24 24.64 2.203 4T 54.555 119.170 53.860 to 120.0 0.0 54.555 0.0 54 24.64 0.0052 0.0 173.725 0.897 Vel = 2.07 0.0 24.64 54.757 K Factor = 3.33 25 26.63 2.203 4T 54.555 119.170 54.079 to 120.0 0.0 54.555 0.0 55 26.63 0.0060 0.0 173.725 1.036 Vet = 2.24 0.0 26.63 55.115 K Factor = 3.59 26 29.63 2.203 4T 54.555 119.170 54.247 to 120.0 0.0 54.555 0.0 56 29.63 0.0073 0.0 173.725 1.261 Vet = 2.49 0.0 29.63 55.508 K Factor = 3.98 27 33.28 2.203 4T 54.555 119.170 54.355 to 120.0 0.0 54.555 0.0 57 33.28 0.0090 0.0 173.725 1.563 Vet = 2.80 0.0 33.28 55.918 K Factor = 4.45 28 36.76 2.203 4T 54.555 119.170 54.402 to 120.0 0.0 54.555 0.0 58 36.76 0.0108 0.0 173.725 1.879 Vet = 3.09 0.0 36.76 56.281 K Factor = 4.90 29 40.57 2.203 4T 54.555 119.170 54.416 to 120.0 0.0 54.555 0.0 59 40.57 0.0130 0.0 173.725 2.255 Vet = 3.41 0.0 40.57 56.671 K Factor = 5.39 10 226.83 3.314 0.0 10.000 36.724 to 120.0 0.0 0.0 0.0 11 226.83 0.0429 0.0 10.000 0.429 VeI= 8.44 11 228.92 3.314 0.0 10.000 37.153 to 120.0 0.0 0.0 0.0 12 455.75 0.1560 0.0 10.000 1.560 Vel= 16.95 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 11 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 12 236.37 3.314 0.0 10.000 38.713 to 120.0 0.0 0.0 0.0 13 692.12 0.3380 0.0 10.000 3.380 Vet = 25.74 13 -88.33 3.314 0.0 10.000 42.093 to 120.0 0.0 0.0 0.0 14 603.79 0.2625 0.0 10.000 2.625 VeI = 22.46 14 -75.19 3.314 0.0 10.000 44.718 to 120.0 0.0 0.0 0.0 15 528.6 0.2053 0.0 10.000 2.053 Vet = 19.66 15 -63.82 3.314 0.0 10.000 46.771 to 120.0 0.0 0.0 0.0 16 464.78 0.1618 0.0 10.000 1.618 VeI= 17.29 16 -54.04 3.314 0.0 10.000 48.389 to 120.0 0.0 0.0 0.0 17 410.74 0.1287 0.0 10.000 1.287 Vet = 15.28 17 -45.67 3.314 0.0 10.000 49.676 to 120.0 0.0 0.0 0.0 18 365.07 0.1035 0.0 10.000 1.035 Vel= 13.58 18 -38.62 3.314 0.0 9.500 50.711 to 120.0 0.0 0.0 0.0 19 326.45 0.0841 0.0 9.500 0.799 Vet = 12.14 19 -33.11 3.314 0.0 10.000 51.510 to 120.0 0.0 0.0 0.0 20 293.34 0.0691 0.0 10.000 0.691 Vet = 10.91 20 -28.62 3.314 0.0 9.500 52.201 to 120.0 0.0 0.0 0.0 21 264.72 0.0571 0.0 9.500 0.542 Vet = 9.85 21 -25.61 3.314 0.0 9.500 52.743 to 120.0 0.0 0.0 0.0 22 239.11 0.0474 0.0 9.500 0.450 Vet = 8.89 22 -23.95 3.314 0.0 9.500 53.193 to 120.0 0.0 0.0 0.0 23 215.16 0.0388 0.0 9.500 0.369 Vel = 8.00 23 -23.65 3.314 0.0 9.500 53.562 to 120.0 0.0 0.0 0.0 24 191.51 0.0314 0.0 9.500 0.298 Vel= 7.12 24 -24.64 3.314 0.0 9.000 53.860 to 120.0 0.0 0.0 0.0 25 166.87 0.0243 0.0 9.000 0.219 Vet = 6.21 25 -26.63 3.314 0.0 9.500 54.079 to 120.0 0.0 0.0 0.0 26 140.24 0.0177 0.0 9.500 0.168 Vet= 5.22 26 -29.63 3.314 0.0 9.500 54.247 to 120.0 0.0 0.0 0.0 27 110.61 0.0114 0.0 9.500 0.108 VeI= 4.11 27 -33.28 3.314 0.0 8.000 54.355 to 120.0 0.0 0.0 0.0 28 77.33 0.0059 0.0 8.000 0.047 Vet = 2.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 12 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 28 -36.76 3.314 0.0 8.170 54.402 to 120.0 0.0 0.0 0.0 29 40.57 0.0017 0.0 8.170 0.014 Vet = 1.51 0.0 40.57 54.416 K Factor = 5.50 40 228.76 6.357 0.0 10.000 51.384 to 120.0 0.0 0.0 0.0 41 228.76 0.0019 0.0 10.000 0.019 Vet = 2.31 41 228.29 6.357 0.0 10.000 51.403 to 120.0 0.0 0.0 0.0 42 457.05 0.0065 0.0 10.000 0.065 Vel = 4.62 42 226.62 6.357 0.0 10.000 51.468 to 120.0 0.0 0.0 0.0 43 683.67 0.0139 0.0 10.000 0.139 Vet = 6.91 43 88.33 6.357 0.0 10.000 51.607 to 120.0 0.0 0.0 0.0 44 772.0 0.0173 0.0 10.000 0.173 Vet = 7.80 44 75.19 6.357 0.0 10.000 51.780 to 120.0 0.0 0.0 0.0 45 847.19 0.0206 0.0 10.000 0.206 Vet = 8.56 45 63.83 6.357 0.0 10.000 51.986 to 120.0 0.0 0.0 0.0 46 911.02 0.0236 0.0 10.000 0.236 Vel = 9.21 46 54.04 6.357 0.0 10.000 52.222 to 120.0 0.0 0.0 0.0 47 965.06 0.0262 0.0 10.000 0.262 Vel = 9.76 47 45.67 6.357 0.0 10.000 52.484 to 120.0 0.0 0.0 0.0 48 1010.73 0.0285 0.0 10.000 0.285 Vel = 10.22 48 38.61 6.357 0.0 9.500 52.769 to 120.0 0.0 0.0 0.0 49 1049.34 0.0306 0.0 9.500 0.291 Vel = 10.61 49 33.12 6.357 0.0 10.000 53.060 to 120.0 0.0 0.0 0.0 50 1082.46 0.0324 0.0 10.000 0.324 Vel = 10.94 50 28.62 6.357 0.0 9.500 53.384 to 120.0 0.0 0.0 0.0 51 1111.08 0.0339 0.0 9.500 0.322 Vel = 11.23 51 25.61 6.357 0.0 9.500 53.706 to 120.0 0.0 0.0 0.0 52 1136.69 0.0355 0.0 9.500 0.337 Vet = 11.49 52 23.95 6.357 0.0 9.500 54.043 to 120.0 0.0 0.0 0.0 53 1160.64 0.0368 0.0 9.500 0.350 Vel= 11.73 53 23.65 6.357 0.0 9.500 54.393 to 120.0 0.0 0.0 0.0 54 1184.29 0.0383 0.0 9.500 0.364 Vet = 11.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 13 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 54 24.63 6.357 0.0 9.000 54.757 to 120.0 0.0 0.0 0.0 55 1208.92 0.0398 0.0 9.000 0.358 Vel = 12.22 55 26.63 6.357 0.0 9.500 55.115 to 120.0 0.0 0.0 0.0 56 1235.55 0.0414 0.0 9.500 0.393 Vel = 12.49 56 29.63 6.357 0.0 9.500 55.508 to 120.0 0.0 0.0 0.0 57 1265.18 0.0432 0.0 9.500 0.410 VeI= 12.79 57 33.28 6.357 0.0 8.000 55.918 to 120.0 0.0 0.0 0.0 58 1298.46 0.0454 0.0 8.000 0.363 Vet = 13.13 58 36.76 6.357 0.0 8.170 56.281 to 120.0 0.0 0.0 0.0 59 1335.22 0.0477 0.0 8.170 0.390 Vel= 13.50 59 40.57 6.357 1E 17.603 32.580 56.671 to 120.0 0.0 17.603 0.0 FM 1375.79 0.0505 0.0 50.183 2.534 Vel = 13.91 FM 0.0 6.357 1E 17.603 16.830 59.205 to 120.0 0.0 17.603 0.0 TRI 1375.79 0.0505 0.0 34.433 1.738 Vet = 13.91 TR1 0.0 6.357 1 12.573 30.000 60.943 to 120.0 IS 40.235 90.528 12.993 BRI 1375.79 0.0505 IT 37.72 120.528 6.084 Vel= 13.91 BRI 0.0 6.357 IT 37.72 0.830 80.020 to 120.0 0.0 37.720 0.0 MFD 1375.79 0.0505 0.0 38.550 1.947 Vel = 13.91 MFD 0.0 6.357 1E 17.603 3.500 81.967 to 120.0 0.0 17.603 0.0 FLG 1375.79 0.0505 0.0 21.103 1.065 VeI= 13.91 FLG 0.0 8.27 1 32.344 6.000 83.032 to 150.0 0.0 32.343 2.599 DI 1375.79 0.0093 0.0 38.343 0.355 Vet = 8.22 DI 0.0 7.68 20 10.025 106.000 85.986 to 150.0 IF 11.278 110.270 0.0 UG 1375.79 0.0133 2E 45.11 216.270 2.878 VeI= 9.53 IT 43.857 UG -311.10 7.68 2F 22.555 245.000 88.864 Qa = 250 to 150.0 IT 43.857 66.412 0.0 UG1 1064.69 0.0083 0.0 311.412 2.578 Vel = 7.37 0.0 1064.69 91.442 K Factor = 111.34 UG2 -561.10 7.68 3F 33.833 478.000 90.159 to 150.0 0.0 33.833 0.0 UG -561.1 -0.0025 0.0 511.833 -1.295 Vel = 3.89 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 14 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn -561.10 88.864 K Factor= -59.52 UG2 561.10 7.68 3F 33.833 429.000 90.159 to 150.0 IT 43.857 77.690 0.0 UGI 561.1 0.0025 0.0 506.690 1.283 VeI = 3.89 UGI 1064.69 7.68 1 5.012 55.000 91.442 to 150.0 1E 22.555 27.567 0.0 BFI 1625.79 0.0181 0.0 82.567 1.496 Vet = 11.26 BFI 0.0 8.27 2E 56.936 20.000 92.938 to 140.0 iT 55.354 112.290 12.048 Fixed loss 12.048 BF2 1625.79 0.0144 IZim 0.0 132.290 1.899 Vet = 9.71 BF2 0.0 7.68 1 5.012 48.000 106.885 to 150.0 IT 43.857 48.869 -1.732 SRC 1625.79 0.0181 0.0 96.869 1.755 Vel = 11.26 0.0 1625.79 106.908 K Factor = 157.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : Lot 24 System I Building Location : 2820 Loker Ave. System : Area #3 Contract Data File : Lot 24 System 2 Proof Calc.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 Lot 24 System I Date HYDRAULIC CALCULATIONS for Project name: Lot 24 System 2 Location: 2820 Loker Ave. Drawing no: Date: 7-10-17 Design Remote area number: Area #3 Remote area location: System 2 Proof Caic Occupancy classification: ESFR Shell Density: ESFR - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR 25 No. of sprinklers calculated: 12 @ 20ps1 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1760.046 -GPM @ 104.529 - Psi Type of system: Wet Volume of dry or preaction system: N/A - Gal Water supply information Date: 1-23-17 Location: Loker Ave east of El Fuerte St. Source: Carlsbad Fire Dept. Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Proof Calc. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLI ouppiy L'UlV I ,) VANGUARD FIRE PROTECTION Page 2 Lot 24 System I Date City Water Supply: Demand: Cl -Static Pressure : 110.7 Dl - Elevation : 14.292 C2 - Residual Pressure: 99.9 D2 - System Flow : 1510.05 C2 - Residual Flow : 8000 D2 - System Pressure : 104.529 Hose ( Demand) : 250 D3 - System Demand : 1760.05 Safety Margin : 5.515 150 140 130 p120 R11° ------------ C2 E10° 90 580 U 70 R6° E5° 40 30 20 10 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram VANGUARD FIRE PROTECTION Lot 24 System I 134.1 El - X 136.2 E2+-X 91 270.3 132 E3 *- 90T 131.8 E4 - 90T 112.7 E5 - E6 - 92T 226.4 113.6 E8 E7 - 92T 228.1 124.9 22.9 247.8 E9 - EI04- 93T- Eli4- E12E- 73 250.8 111.4 1 I 247.8 263.8 I 90T 4- 90 I 454.5 I 92T4- 92 I C I 988.5 27.8 I 93T4-93 263.8 988.5 12q2.3 90 - 91 +-92 - 93 - 94 - XX 534.1 1262.3 247.8 1510 1510 1510 1510 1510 1159.6 73 4-XX 74 75 .- 76 - 77 - FMZ- TR24- BR24- MFD- FLG- DI - UG <- UGI 1510 1510 1510 1510 1510 1510 600.4 UG2- UG C I 1159.6 60q.4 1760 UGZ- UGI4- BFli- BF24- SRC 1760 1760 Page 3 Date Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rittillylb UU OUllillidly VANGUARD FIRE PROTECTION Page 4 Lot 24 System I Date Fitting Legend Abbrev. Name 1 1% 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 - B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA I39O Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 5 Lot 24 System I Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. El 33.0 25.2 28.32 na 134.1 1.0 1 20.0 E2 33.0 25.2 29.2 na 136.18 1.0 1 20.0 X 33.0 29.41 na E3 33.0 25.2 27.43 na 131.99 1.0 1 20.0 E4 33.0 25.2 27.35 na 131.78 1.0 1 20.0 E5 33.0 25.2 20.0 na 112.7 1.0 1 20.0 E6 33.0 25.2 20.35 na 113.68 1.0 1 20.0 E8 33.0 25.2 20.32 na 113.59 1.0 1 20.0 E7 33.0 25.2 20.64 na 114.49 1.0 1 20.0 E9 33.0 25.2 24.56 na 124.89 1.0 1 20.0 E10 33.0 25.2 24.98 na 125.95 1.0 1 20.0 931 33.0 28.41 na Eli 33.0 25.2 28.4 na 134.3 1.0 1 20.0 E12 33.0 25.2 29.29 na 136.39 1.0 1 20.0 90T 33.0 28.37 na 92T 33.0 23.18 na 90 32.0 31.81 na 91 32.0 31.83 na 92 32.0 31.84 na 93 32.0 32.06 na 94 32.0 33.08 na 73 32.0 36.5 na XX 32.0 36.52 na 74 32.0 36.76 na 75 32.0 37.36 na 76 32.0 37.96 na 77 32.0 38.56 na FM2 32.0 50.66 na TR2 32.0 54.46 na BR2 2.0 74.68 na MFD 2.0 76.99 na FLG 2.0 78.25 na DI -4.0 81.28 na UG -4.0 84.69 na 250.0 UG2 -4.0 86.16 na UGi -4.0 87.71 na BF1 -4.0 89.45 na 8F2 -4.0 104.23 na SRC 0.0 104.53 na The maximum velocity is 25.41 and it occurs in the pipe between nodes 92T and 92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 6 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn El 134.10 2.703 1 9.325 15.500 28.319 K Factor = 25.20 to 120.0 0.0 9.325 0.0 X 134.1 0.0438 0.0 24.825 1.087 Vet = 7.50 0.0 134.10 29.406 K Factor= 24.73 E2 136.18 2.703 0.0 4.500 29.203 K Factor = 25.20 to 120.0 0.0 0.0 0.0 X 136.18 0.0451 0.0 4.500 0.203 Vet = 7.61 X 134.10 2.703 0.0 12.420 29.406 to 120.0 0.0 0.0 0.433 91 270.28 0.1601 0.0 12.420 1.988 Vel= 15.11 0.0 270.28 31.827 K Factor= 47.91 E3 131.99 2.703 IT 18.651 3.420 27.434 K Factor = 25.20 to 120.0 0.0 18.651 0.0 90T 131.99 0.0425 0.0 22.071 0.938 Vel = 7.38 0.0 131.99 28.372 KFactor= 24.78 E4 131.78 2.703 iT 18.651 5.580 27.345 K Factor = 25.20 to 120.0 0.0 18.651 0.0 90T 131.78 0.0424 0.0 24.231 1.027 Vet = 7.37 0.0 131.78 28.372 K Factor= 24.74 E5 112.70 2.703 0.0 11.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E6 112.7 0.0317 0.0 11.000 0.349 Vel = 6.30 E6 113.68 2.703 IT 18.651 5.920 20.349 K Factor = 25.20 to 120.0 0.0 18.651 0.0 92T 226.38 0.1153 0.0 24.571 2.834 VeI= 12.66 0.0 226.38 23.183 K Factor= 47.02 E8 113.59 2.703 0.0 10.000 20.320 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E7 113.59 0.0322 0.0 10.000 0.322 Vel= 6.35 E7 114.50 2.703 IT 18.651 3.080 20.642 K Factor = 25.20 to 120.0 0.0 18.651 0.0 92T 228.09 0.1169 0.0 21.731 2.541 VeI= 12.75 0.0 228.09 23.183 K Factor = 47.37 E9 124.89 2.703 0.0 11.000 24.560 K Factor = 25.20 to 120.0 0.0 0.0 0.0 E10 124.89 0.0384 0.0 11.000 0.422 Vel= 6.98 EIO 125.95 2.703 iT 18.651 5.920 24.982 K Factor = 25.20 to 120.0 0.0 18.651 0.0 93T 250.84 0.1395 0.0 24.571 3.427 VeI= 14.02 93T -273.78 2.703 0.0 3.080 28.409 to 120.0 0.0 0.0 0.0 Eli -22.94 -0.0016 0.0 3.080 -0.005 Vet = 1.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 7 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. nC'1 or Ftng's Pe Pv *** Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn Eli 134.31 2.703 IT 18.651 10.000 28.404 K Factor = 25.20 to 120.0 0.0 18.651 0.0 E12 111.37 0.0310 0.0 28.651 0.889 Vel= 6.23 E12 136.39 2.703 2T 37.301 12.420 29.293 K Factor = 25.20 to 120.0 0.0 37.301 0.433 73 247.76 0.1363 0.0 49.721 6.778 Vel= 13.85 0.0 247.76 36.504 KFactor= 41.01 90T 263.77 2.703 IT 18.651 1.000 28.372 to 120.0 0.0 18.651 0.433 90 263.77 0.1531 0.0 19.651 3.008 Vel = 14.75 0.0 263.77 31.813 KFactor= 46.77 92T 454.46 2.703 IT 18.651 1.000 23.183 to 120.0 0.0 18.651 0.433 92 454.46 0.4188 0.0 19.651 8.229 Vel = 25.41 0.0 454.46 31.845 K Factor = 80.53 93T 273.78 2.703 IT 18.651 1.000 28.409 to 120.0 0.0 18.651 0.433 93 273.78 0.1640 0.0 19.651 3.222 Vel = 15.31 0.0 273.78 32.064 K Factor = 48.35 90 263.77 6.357 0.0 6.000 31.813 to 120.0 0.0 0.0 0.0 91 263.77 0.0023 0.0 6.000 0.014 Vel = 2.67 91 270.28 6.357 0.0 2.000 31.827 to 120.0 0.0 0.0 0.0 92 534.05 0.0090 0.0 2.000 0.018 Vel = 5.40 92 454.46 6.357 0.0 8.000 31.845 to 120.0 0.0 0.0 0.0 93 988.51 0.0274 0.0 8.000 0.219 Vel = 9.99 93 273.78 6.357 1E 17.603 6.000 32.064 to 120.0 0.0 17.603 0.0 94 1262.29 0.0430 0.0 23.603 1.016 Vel= 12.76 94 0.0 6.357 IE 17.603 24.500 33.080 to 120.0 IT 37.72 55.323 0.0 XX 1262.29 0.0430 0.0 79.823 3.436 Vel = 12.76 0.0 1262.29 36.516 K Factor = 208.89 73 247.76 6.357 0.0 6.000 36.504 to 120.0 0.0 0.0 0.0 XX 247.76 0.0020 0.0 6.000 0.012 Vel = 2.50 XX 1262.29 6.357 0.0 4.000 36.516 to 120.0 0.0 0.0 0.0 74 1510.05 0.0600 0.0 4.000 0.240 Vel = 15.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 74 0.0 6.357 0.0 10.000 36.756 to 120.0 0.0 0.0 0.0 75 1510.05 0.0600 0.0 10.000 0.600 Vet = 15.26 75 0.0 6.357 0.0 10.000 37.356 to 120.0 0.0 0.0 0.0 76 1510.05 0.0600 0.0 10.000 0.600 Vel = 15.26 76 0.0 6.357 0.0 10.000 37.956 to 120.0 0.0 0.0 0.0 77 1510.05 0.0599 0.0 10.000 0.599 Vel = 15.26 77 0.0 6.357 IE 17.603 184.250 38.555 to 120.0 0.0 17.603 0.0 FM2 1510.05 0.0600 0.0 201.853 12.106 Vel= 15.26 FM2 0.0 6.357 IE 17.603 45.670 50.661 to 120.0 0.0 17.603 0.0 TR2 1510.05 0.0600 0.0 63.273 3.794 Vel = 15.26 TR2 0.0 6.357 lB 12.573 30.000 54.455 to 120.0 1S 40.235 90.528 12.993 BR2 1510.05 0.0600 IT 37.72 120.528 7.229 Vel = 15.26 BR2 0.0 6.357 IT 37.72 0.830 74.677 to 120.0 0.0 37.720 0.0 MED 1510.05 0.0599 0.0 38.550 2.311 Vel= 15.26 MED 0.0 6.357 IE 17.603 3.500 76.988 to 120.0 0.0 17.603 0.0 FLG 1510.05 0.0600 0.0 21.103 1.266 VeI= 15.26 FLG 0.0 8.27 IE 32.344 6.000 78.254 to 150.0 0.0 32.343 2.599 Dl 1510.05 0.0110 0.0 38.343 0.422 Vel= 9.02 DI 0.0 7.68 2G 10.025 106.000 81.275 to 150.0 IF 11.278 110.270 0.0 UG 1510.05 0.0158 2E 45.11 216.270 3.418 Vel = 10.46 IT 43.857 UG -350.43 7.68 2E 22.555 245.000 84.693 Qa = 250 to 150.0 IT 43.857 66.412 0.0 UGI 1159.62 0.0097 0.0 311.412 3.020 Vel = 8.03 0.0 1159.62 87.713 K Factor = 123.82 UG2 -600.43 7.68 3F 33.833 478.000 86.162 to 150.0 0.0 33.833 0.0 UG -600.43 -0.0029 0.0 511.833 -1.469 Vel = 4.16 0.0 -600.43 84.693 K Factor = -65.24 UG2 600.43 7.68 3E 67.666 429.000 86.162 to 150.0 IT 43.857 111.523 0.0 UGI 600.43 0.0029 0.0 540.523 1.551 Vet = 4.16 UG1 1159.62 7.68 1G 5.012 55.000 87.713 to 150.0 1 22.555 27.567 0.0 BFI 1760.05 0.0210 0.0 82.567 1.733 VeI= 12.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 9 Lot 24 System I Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv *** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BFI 0.0 8.27 2E 56.936 20.000 89.446 to 140.0 IT 55.354 112.290 12.583 * Fixed loss = 12.583 BF2 1760.05 0.0166 IZim 0.0 132.290 2.199 Vel = 10.51 BF2 0.0 7.68 1 5.012 48.000 104.228 to 150.0 IT 43.857 48.869 -1.732 SRC 1760.05 0.0210 0.0 96.869 2.033 VeI= 12.19 0.0 1760.05 104.529 K Factor= 172.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : Lot 24 System 2 Proof Building Location : 2820 Loker Ave. System : Area #4 Contract Data File Lot 24 System 2 Remote.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page 1 Lot 24 System 2 Proof Date HYDRAULIC CALCULATIONS for Project name: Lot 24 System 2 Location: 2820 Loker Ave. Drawing no: Date: 7-10-17 Design Remote area number: Area #4 Remote area location: System 2 Remote Occupancy classification: ESFR Shell Density: ESFR - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR 25 No. of sprinklers calculated: 12 @ 20psi In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 1650.165 -GPM © 107.464 - Psi Type of system: Wet Volume of dry orpreaction system: N/A - Gal Water supply information Date: 1-23-17 Location: Loker Ave east of El Fuerte St. Source: Carlsbad Fire Dept. Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Remote Caic Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVdLI oupply '.JUIV ) VANGUARD FIRE PROTECTION Page 2 Lot 24 System 2 Proof Date City Water Supply: Demand: Cl -Static Pressure : 110.7 Dl - Elevation : 14.292 C2 - Residual Pressure: 99.9 D2 - System Flow : 1400.16 C2 - Residual Flow : 8000 D2 - System Pressure : 107.464 Hose ( Demand) : 250 D3 - System Demand : 1650.16 Safety Margin : 2.653 150 140 130 p120 R 110 - - _________ C2 E10° S 90 S80 U7° R6° E5° 40 30 20 nj -- 10 • -.I I I I 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW (NA 1.85) Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram VANGUARD FIRE PROTECTION Page 3 Lot 24 System 2 Proof Date 112.7 342.9 SI +- S2 S3 4-S4 74 226.4 466t I 466 112.8 343.2 S5 S6 -. S7 S8 . 75 226.6 468M I 932.5 113.1 344.1 S9 - SI04- SII S124- 76 227.2 467.7 466 1400.2 1400.2 1400.2 1400.2 1080.6 74 - 75 .- 76 - 77 FMZ- TR2+- BR2(- MM- FLG4-- DI - UG .- UGI 932.5 1400.2 1400.2 1400.2 1400.2 569.5 UG2- UG t 1080.6 569.5 1650.2 UG2- UGI BFI4- BF24- SRC 1650.2 1650.2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r1LL1119b USU OUuIIIIldI VANGUARD FIRE PROTECTION Page 4 Lot 24 System 2 Proof Date Fitting Legend Abbrev. Name % % 1 14 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 - B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA I39O' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD VANGUARD FIRE PROTECTION Page 5 Lot 24 System 2 Proof Date Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. SI 33.0 25.2 20.0 na 112.7 1.0 1 20.0 S2 33.0 25.2 20.35 na 113.68 1.0 1 20.0 S3 33.0 25.2 21.39 na 116.54 1.0 1 20.0 S4 33.0 25.2 23.87 na 123.13 1.0 1 20.0 S5 33.0 25.2 20.03 na 112.79 1.0 1 20.0 S6 33.0 25.2 20.38 na 113.77 1.0 1 20.0 S7 33.0 25.2 21.42 na 116.63 1.0 1 20.0 S8 33.0 25.2 23.91 na 123.22 1.0 1 20.0 S9 33.0 25.2 20.14 na 113.1 1.0 1 20.0 S10 33.0 25.2 20.5 na 114.08 1.0 1 20.0 SI1 33.0 25.2 21.54 na 116.96 1.0 1 20.0 S12 33.0 25.2 24.04 na 123.57 1.0 1 20.0 74 32.0 46.12 na 75 32.0 46.19 na 76 32.0 46.43 na 77 32.0 46.95 na FM2 32.0 57.48 na TR2 32.0 60.78 na BR2 2.0 80.06 na MFD 2.0 82.07 na FLG 2.0 83.17 na Dl -4.0 86.14 na UG -4.0 89.11 na 250.0 UG2 -4.0 90.44 na UG1 -4.0 91.76 na BF1 -4.0 93.3 na BF2 -4.0 107.39 na SRC 0.0 107.46 na The maximum velocity is 26.15 and it occurs in the pipe between nodes S12 and 76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 6 Lot 24 System 2 Proof Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn SI 112.70 2.703 0.0 11.000 20.000 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S2 112.7 0.0317 0.0 11.000 0.349 Vel = 6.30 S2 113.68 2.703 0.0 9.000 20.349 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S3 226.38 0.1153 0.0 9.000 1.038 Vel = 12.66 S3 116.54 2.703 0.0 10.000 21.387 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S4 342.92 0.2487 0.0 10.000 2.487 Vet = 19.17 S4 123.13 2.703 21 37.301 12.420 23.874 K Factor = 25.20 to 120.0 0.0 37.301 0.433 74 466.05 0.4387 0.0 49.721 21.812 VeI= 26.06 0.0 466.05 46.119 K Factor= 68.63 S5 112.79 2.703 0.0 11.000 20.031 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S6 112.79 0.0318 0.0 11.000 0.350 Vel= 6.31 S6 113.76 2.703 0.0 9.000 20.381 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S7 226.55 0.1154 0.0 9.000 1.039 VeI= 12.67 S7 116.63 2.703 0.0 10.000 21.420 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S8 343.18 0.2491 0.0 10.000 2.491 Vet = 19.19 S8 123.23 2.703 2T 37.301 12.420 23.911 K Factor = 25.20 to 120.0 0.0 37.301 0.433 75 466.41 0.4393 0.0 49.721 21.843 Vet = 26.08 0.0 466.41 46.187 K Factor= 68.63 S9 113.10 2.703 0.0 11.000 20.144 K Factor 25.20 to 120.0 0.0 0.0 0.0 SIO 113.1 0.0319 0.0 11.000 0.351 Vel = 6.32 SIO 114.09 2.703 0.0 9.000 20.495 K Factor = 25.20 to 120.0 0.0 0.0 0.0 SII 227.19 0.1161 0.0 9.000 1.045 Vel= 12.70 SII 116.95 2.703 0.0 10.000 21.540 K Factor = 25.20 to 120.0 0.0 0.0 0.0 S12 344.14 0.2504 0.0 10.000 2.504 Vet = 19.24 S12 123.57 2.703 2T 37.301 12.420 24.044 K Factor 25.20 to 120.0 0.0 37.301 0.433 76 467.71 0.4416 0.0 49.721 21.956 Vel= 26.15 0.0 467.71 46.433 K Factor= 68.64 74 466.05 6.357 0.0 10.000 46.119 to 120.0 0.0 0.0 0.0 75 466.05 0.0068 0.0 10.000 0.068 Vet = 4.71 75 466.40 6.357 0.0 10.000 46.187 to 120.0 0.0 0.0 0.0 76 932.45 0.0246 0.0 10.000 0.246 Vet = 9.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 7 Lot 24 System 2 Proof Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 76 467.71 6.357 0.0 10.000 46.433 to 120.0 0.0 0.0 0.0 77 1400.16 0.0522 0.0 10.000 0.522 Vel= 14.15 77 0.0 6.357 1 17.603 184.250 46.955 to 120.0 0.0 17.603 0.0 FM2 1400.16 0.0521 0.0 201.853 10.526 Vel= 14.15 FM2 0.0 6.357 1 17.603 45.670 57.481 to 120.0 0.0 17.603 0.0 TR2 1400.16 0.0522 0.0 63.273 3.300 Vel = 14.15 TR2 0.0 6.357 1 12.573 30.000 60.781 to 120.0 15 40.235 90.528 12.993 BR2 1400.16 0.0521 IT 37.72 120.528 6.285 Vel= 14.15 BR2 0.0 6.357 IT 37.72 0.830 80.059 to 120.0 0.0 37.720 0.0 MED 1400.16 0.0522 0.0 38.550 2.011 Vel = 14.15 MED 0.0 6.357 1 17.603 3.500 82.070 to 120.0 0.0 17.603 0.0 FLG 1400.16 0.0521 0.0 21.103 1.100 Vel= 14.15 FLG 0.0 8.27 1E 32.344 6.000 83.170 to 150.0 0.0 32.343 2.599 Dl 1400.16 0.0096 0.0 38.343 0.367 Vel = 8.36 DI 0.0 7.68 2G 10.025 106.000 86.136 to 150.0 IF 11.278 110.270 0.0 UG 1400.16 0.0137 2E 45.11 216.270 2.972 Vel= 9.70 IT 43.857 UG -319.51 7.68 2F 22.555 245.000 89.108 Qa = 250 to 150.0 IT 43.857 66.412 0.0 UGI 1080.65 0.0085 0.0 311.412 2.651 Vel = 7.48 0.0 1080.65 91.759 KFactor= 112.81 UG2 -569.51 7.68 3F 33.833 478.000 90.440 to 150.0 0.0 33.833 0.0 UG -569.51 -0.0026 0.0 511.833 -1.332 Vel = 3.94 0.0 -569.51 89.108 K Factor = -60.33 UG2 569.51 7.68 3F 33.833 429.000 90.440 to 150.0 IT 43.857 77.690 0.0 UGI 569.51 0.0026 0.0 506.690 1.319 VeI= 3.94 UGI 1080.65 7.68 1 5.012 55.000 91.759 to 150.0 1 22.555 27.567 0.0 BFI 1650.16 0.0186 0.0 82.567 1.538 VeI= 11.43 BFI 0.0 8.27 2E 56.936 20.000 93.297 to 140.0 IT 55.354 112.290 12.144 *Fixed loss -12.144 BF2 1650.16 0.0148 IZim 0.0 132.290 1.952 Vel = 9.86 BF2 0.0 7.68 1 5.012 48.000 107.393 to 150.0 IT 43.857 48.869 -1.732 SRC 1650.16 0.0186 0.0 96.869 1.803 Vel= 11.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 8 Lot 24 System 2 Proof Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C1' or Ftng's Pe Pv ******* Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Fin 0.0 1650.16 107.464 K Factor = 159.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - - Fire Protection by Computer Design VANGUARD FIRE PROTECTION P. 0. Box 1300 Vista, CA 92085 760-727-8540 Job Name : Lot 24 System 2 Mezzanine Building Location : 2820 Loker Ave. System : Area #5 Contract Data File : Lot 24 System 2 Mezzanine.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VANGUARD FIRE PROTECTION Page Lot 24 System 2 Mezzanine Date HYDRAULIC CALCULATIONS for Project name: Lot 24 System 2 Location: 2820 Loker Ave. Drawing no: Date: 7-10-17 Design Remote area number: Area #5 Remote area location: System 2 Mezzanine Occupancy classification: ESFR Shell Density: ESFR - Gpm/SqFt Area of application: 12 Heads - SqFt Coverage per sprinkler: 100 - SqFt Type of sprinklers calculated: ESFR 25 No. of sprinklers calculated: 12 @ 20psi In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 600.142-GPM Type of system: Wet Volume of dry orpreaction system: N/A - Gal Water supply information Date: 1-23-17 Location: Loker Ave east of El Fuerte St. Source: Carlsbad Fire Dept. @ 108.018-Psi Name of contractor: Vanguard Fire Protection Address: P. 0. Box 1300 Vista, CA 92085 Phone number: 760-525-4329 Name of designer: VFP Authority having jurisdiction: Carlsbad Fire Department Notes: (Include peaking information or gridded systems here.) A 10% reduction has been taken prior to data entry. Mezzanine remote Caic Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 VVLl OU}Ji L.UlV ) VANGUARD FIRE PROTECTION Page 2 Lot 24 System 2 Mezzanine Date City Water Suppy: CI -Static Pressure : 110.7 C2 - Residual Pressure: 99.9 C2 - Residual Flow : 8000 Demand: Dl - Elevation : 5.990 D2 - System Flow : 350.142 D2 - System Pressure : 108.018 Hose ( Demand) : 250 03 - System Demand : 600.142 Safety Margin : 2.592 150 140 130 120 R 110 ....... ____________ E 100D - - - ___________ C2 - 90 S 80 u 70 R6° E5° 40 30 20 10 I I I I I 1000 2000 3000 4000 5000 6000 7000 8000 9000 FLOW ( N ' 1.85) ComDuter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram VANGUARD FIRE PROTECTION Page 3 Lot 24 System 2 Mezzanine Date 27.8 84.2 Ml - M2 +- M3 -. M4 - 100 55.7 114 19.5 59.6 103.7 M54- M6 - MT - M8 4-M9 - M14- 101 39.3 80.8 129 26 79.1 MII+- M124-- M13(-- M14(-. 102 52.3 107.1 114 350.1 350.1 350.1 350.1 350.1 393 1004- 1014- 102 BM +- TM - MZN- FM2- TR24- BR2<- MM- FLG4- DI - UG _ 061 243 350.1 350.1 350.1 350.1 350.1 207.1 UG2-) UG t I 393 20.1 600.1 0G24- UG1 BFI4- BF2- SRC 600.1 600.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ILLIfIS USU OUIIIJlIdI VANGUARD FIRE PROTECTION Page 4 Lot 24 System 2 Mezzanine Date Fitting Legend Abbrev. Name % ~ 1 1% 11/2 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 I NFPA I39O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zim Wilkins 375ADA Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Comouter Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD VANGUARD FIRE PROTECTION Lot 24 System 2 Mezzanine Page 5 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Ml 13.83 5.6 24.58 na 27.76 0.15 130 7.0 M2 13.83 5.6 24.8 na 27.89 0.15 130 7.0 M3 13.83 5.6 25.97 na 28.54 0.15 130 7.0 M4 13.83 5.6 28.39 na 29.84 0.15 130 7.0 M5 13.83 5.6 12.13 na 19.5 0.15 130 7.0 M6 13.83 5.6 12.53 na 19.82 0.15 130 7.0 M7 13.83 5.6 13.08 na 20.25 0.15 130 7.0 M8 13.83 5.6 14.41 na 21.26 0.15 130 7.0 M9 13.83 5.6 16.74 na 22.91 0.15 130 7.0 M10 13.83 5.6 20.3 na 25.23 0.15 130 7.0 Mil 13.83 5.6 21.62 na 26.04 0.15 130 7.0 M12 13.83 5.6 21.91 na 26.21 0.15 130 7.0 M13 13.83 5.6 22.95 na 26.83 0.15 130 7.0 M14 13.83 5.6 25.1 na 28.06 0.15 130 7.0 100 13.08 62.14 na 101 13.08 62.6 na 102 13.08 63.42 na BM 13.08 69.96 na TM 32.0 69.22 na MZN 32.0 79.45 na FM2 32.0 79.99 na TR2 32.0 80.24 na BR2 2.0 93.72 na MFD 2.0 93.87 na FLG 2.0 93.96 na DI -4.0 96.58 na UG -4.0 96.81 na 250.0 UG2 -4.0 97.02 na UG1 -4.0 97.22 na BFI -4.0 97.46 na BF2 -4.0 109.47 na SRC 0.0 108.02 na The maximum velocity is 22.33 and it occurs in the pipe between nodes M10 and 101 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 0 VANGUARD FIRE PROTECTION Page 6 Lot 24 System 2 Mezzanine Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C11 or Ftng's Pe Pv ***** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Fin Ml 27.76 1.536 0.0 6.000 24.581 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M2 27.76 0.0372 0.0 6.000 0.223 Vet = 4.81 M2 27.89 1.536 0.0 8.670 24.804 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M3 55.65 0.1349 0.0 8.670 1.170 Vet = 9.64 M3 28.54 1.536 0.0 8.330 25.974 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M4 84.19 0.2902 0.0 8.330 2.417 Vet = 14.58 M4 29.84 1.536 2T 20.216 45.500 28.391 K Factor= 5.60 to 120.0 0.0 20.216 0.325 100 114.03 0.5087 0.0 65.716 33.428 Vel= 19.74 0.0 114.03 62.144 KFactor= 14.47 M5 19.50 1.536 2E 10.108 10.580 12.125 K Factor = 5.60 to 120.0 0.0 10.108 0.0 M6 19.5 0.0194 0.0 20.688 0.401 Vet = 3.38 M6 19.82 1.536 0.0 7.830 12.526 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M7 39.32 0.0710 0.0 7.830 0.556 VeI = 6.81 M7 20.25 1.536 0.0 8.670 13.082 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M8 59.57 0.1531 0.0 8.670 1.327 VeI = 10.31 M8 21.26 1.536 0.0 8.670 14.409 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M9 80.83 0.2691 0.0 8.670 2.333 VeI = 14.00 M9 22.91 1.536 0.0 8.330 16.742 K Factor = 5.60 to 120.0 0.0 0.0 0.0 MIO 103.74 0.4270 0.0 8.330 3.557 Vet = 17.96 MIO 25.24 1.536 2T 20.216 45.500 20.299 K Factor =5.60 to 120.0 0.0 20.216 0.325 101 128.98 0.6388 0.0 65.716 41.980 VeI = 22.33 0.0 128.98 62.604 KFactor= 16.30 Mil 26.04 1.536 0.0 8.670 21.621 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M12 26.04 0.0331 0.0 8.670 0.287 Vet = 4.51 M12 26.21 1.536 0.0 8.670 21.908 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M13 52.25 0.1201 0.0 8.670 1.041 Vet = 9.05 M13 26.83 1.536 0.0 8.330 22.949 K Factor = 5.60 to 120.0 0.0 0.0 0.0 M14 79.08 0.2583 0.0 8.330 2.152 Vel = 13.69 M14 28.05 1.536 2E 10.108 53.500 25.101 K Factor= 5.60 to 120.0 2T 20.216 30.324 0.325 102 107.13 0.4532 0.0 83.824 37.989 Vet = 18.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams VANGUARD FIRE PROTECTION Page 7 Lot 24 System 2 Mezzanine Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 107.13 63.415 KFactor= 13.45 100 114.03 2.703 0.0 14.170 62.144 to 120.0 0.0 0.0 0.0 101 114.03 0.0325 0.0 14.170 0.460 VeI= 6.38 101 128.98 2.703 0.0 6.170 62.604 to 120.0 0.0 0.0 0.0 102 243.01 0.1314 0.0 6.170 0.811 Vet = 13.59 102 107.13 2.703 1E 9.325 16.000 63.415 to 120.0 0.0 9.325 0.0 BM 350.14 0.2585 0.0 25.325 6.546 Vet = 19.58 BM 0.0 2.703 1 9.325 19.500 69.961 to 120.0 0.0 9.325 -8.194 TM 350.14 0.2585 0.0 28.825 7.450 VeI= 19.58 TM 0.0 2.703 IT 18.651 20.920 69.217 to 120.0 0.0 18.651 0.0 MZN 350.14 0.2585 0.0 39.571 10.228 Vel = 19.58 MZN 0.0 6.357 1 17.603 117.000 79.445 to 120.0 0.0 17.603 0.0 FM2 350.14 0.0040 0.0 134.603 0.541 Vel = 3.54 FM2 0.0 6.357 1 17.603 45.670 79.986 to 120.0 0.0 17.603 0.0 TR2 350.14 0.0040 0.0 63.273 0.254 Vel = 3.54 TR2 0.0 6.357 1 12.573 30.000 80.240 to 120.0 IS 40.235 90.528 12.993 BR2 350.14 0.0040 IT 37.72 120.528 0.484 Vel = 3.54 BR2 0.0 6.357 IT 37.72 0.830 93.717 to 120.0 0.0 37.720 0.0 MFD 350.14 0.0040 0.0 38.550 0.154 Vel = 3.54 MFD 0.0 6.357 1 17.603 3.500 93.871 to 120.0 0.0 17.603 0.0 FLG 350.14 0.0040 0.0 21.103 0.085 Vel = 3.54 FLG 0.0 8.27 1E 32.344 6.000 93.956 to 150.0 0.0 32.343 2.599 Dl 350.14 0.0007 0.0 38.343 0.028 Vel = 2.09 Dl 0.0 7.68 2G 10.025 106.000 96.583 to 150.0 IF 11.278 110.270 0.0 UG 350.14 0.0011 2E 45.11 216.270 0.229 Vel = 2.42 IT 43.857 UG 42.88 7.68 2F 22.555 245.000 96.812 Qa = 250 to 150.0 IT 43.857 66.412 0.0 UGI 393.02 0.0013 0.0 311.412 0.408 Vel = 2.72 0.0 393.02 97.220 K Factor= 39.86 UG2 -207.12 7.68 3F 33.833 478.000 97.017 to 150.0 0.0 33.833 0.0 UG -207.12 -0.0004 0.0 511.833 -0.205 Vel = 1.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 4 VANGUARD FIRE PROTECTION Page 8 Lot 24 System 2 Mezzanine Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **m** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -207.12 96.812 K Factor =-21.05 UG2 207.12 7.68 3F 33.833 429.000 97.017 to 150.0 IT 43.857 77.690 0.0 UGI 207.12 0.0004 0.0 506.690 0.203 Vel = 1.43 UGI 393.02 7.68 iG 5.012 55.000 97.220 to 150.0 1 22.555 27.567 0.0 BFI 600.14 0.0029 0.0 82.567 0.236 Vel= 4.16 BFI 0.0 8.27 2E 56.936 20.000 97.456 to 140.0 IT 55.354 112.290 11.716 *Fixed loss -' 11.716 BF2 600.14 0.0023 IZim 0.0 132.290 0.301 Vel = 3.58 BF2 0.0 7.68 IG 5.012 48.000 109.473 to 150.0 IT 43.857 48.869 -1.732 SRC 600.14 0.0029 0.0 96.869 0.277 Vel = 4.16 0.0 600.14 108.018 K Factor= 57.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Bulletin 909 RLIlable Model N25 (SIN RA091 2) Early Suppression Fast Response Sprinkler Product Description The Reliable Model N25 Early Suppression Fast Re- sponse Sprinkler (ESFR/Quick Response Storage Sprin- kler) is intended for use against severe fire challenges. This sprinkler is designed to respond quickly to growing fires and will deliver a heavy water discharge to 'sup- press" rather than "control." Note: The Model N25 ESFR sprinkler utilizes a levered fusible alloy solder link in either a 165°F (74°C) or a 212°F (100°C) rating. FM Global considers this a "Quick Response" storage sprinkler for use per FM Data Sheet 8-9. The sprinkler has a Nominal K Factor of 25.2 (metric 362) and will deliver approximately 98 gpm (371 L/min) of water at 15 psi (1 bar). The smaller deflector and frame provide a broad, very symmetrical, hemispherical pattern capable of sup- pressing fires between sprinklers in high storage height areas and at the same time retaining a high momentum central core to penetrate and suppress fires occurring directly beneath the sprinkler in low storage height ar- eas. The N25 ESFR sprinkler is also less susceptible to damage due to smaller deflector and frame design. The lighter N25 ESFR passed rough use and abuse test in the labs without plastic protectors. Application and Installation The Model N25 is an ESFR sprinkler is intended for installation in accordance with NFPA 13 and is a OR Storage Sprinkler for use in all FM Loss Prevention Data Sheets as well as approval of the Authority Having Ju- risdiction. The Model N25 ESFR sprinkler is designed for ceiling only sprinkler system with no in-rack sprinklers required. Protection of (but not limited to) most encapsulated or non-encapsulated (including cartoned unexpanded) plastics. Model N25 ESFR is also use for protection of cartoned exposed expanded plastics as well as some storage arrangements of rubber tires, rolled paper, and aerosols. Model N25 ESFR Sprinkler Design Criteria General guidelines: Sprinkler Position: Pendent, align frame arms with the pipe. Deflectors should be parallel with the ceil- ing or roof. System Type: Wet Pipe Systems Only Maximum area of coverage: 100 ft2 (9.3m2), greater coverage area are allowable in some cases. Minimum area of coverage: 64 ft2 (5.8m2) Maximum slope ceiling: 2/12 pitch (9.50) Maximum spacing: 12 ft (3.7m) for building heights up to 30 ft (9.1m) and 10 feet (3.1m) for building heights greater than 30 ft (9.1 m) Minimum spacing: 8 feet (2.4m) Deflector distance from walls: At least 4 inches (102mm) from walls, and no more than one-halt the allowable distance permitted between sprinklers. Deflector to Top of Storage: at least 36 in (9 14mm). Deflector to ceiling Distance: 6 - 18 in (152 - 457mm). Center Line of Thermal Sensing Element To Ceiling Distance: 4 - 17 in (101.6 - 425mm). Listings and Approvals 1. FM Approved as a quick response storage sprinkler. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 SFcC -1 7q5o1— Technical Data: Sprinkler Maximum Ambient Sprinkler Classification Temperature Link Frame Temperature Approvals Identification I Color Color Number OF f °C OF 1 °C (SIN) Ordinary 165 I 74 Black Uncolored 100 38 FM RA0912 Intermediate 212 100 White White 150 66 FM Material Data: Frame Deflector Load Screw Lever I Strut Link Assembly Cap I Washer Kick Spring Stainless I Stainless Stainless J Beryllium Nickel, Brass Beryllium Stainless Brass Bronze Steel Steel Steel Soldered Nickel I Steel 2 / f - / r * r \L)T:\{I' \- L INK N \\\ \\ //'\\ -- 9I) 9 r U 2 Fig. 1 2. Storage Type NFPA FM Open Frame (that is, no solid shelves) Single, Double, Multiple-Row, or Portable Rack Storage Refer to NFPA 13, Refer to FM 8-9. of Class l-IV and Group A or B Plastics Chapters 16 and 17. Solid Pile or Palletized Storage of Class l-IV Refer to NFPA 13, and Group A or B Plastics Chapters 14 and 15. Refer to FM 8-9. Idle Pallet Storage Refer to NFPA 13, Refer to FM 8-24. Chapter 12. Rubber Tire Storage Re NFPA 13 t Refer o , Refer to FM 8-3. Chapter 18. Rolled Paper Storage (Refer to the standard) Refer to NFPA 13, Refer to FM 8-21. Chapter 19. Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. Refer to FM 7-29. Aerosol Storage (Refer to the standard) Refer to NFPA 3013. Refer to FM 7-31. Automotive Components In Portable Racks Refer to NFPA 13, Refer to FM 8-1 and 8-9. (Control mode only; refer to the standard) Chapter 20. TABLE 1 COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR MODEL ESFR-25 PENDENT SPRINKLERS IC, Installation Data Sprinkler Type Thread Size "K" Factor Maximum Working Pressure Finish I US Metric Pendent Only 1' NPT _(Ri) 25.2 362 175 psi (12.1 bar) Bronze Maintenance The Model N25 ESFR Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinkler with soap and water, ammo- nia or any other cleaning fluid. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be main- tained in the original cartons and packaging until used, to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Once operated, automatic sprinklers cannot be reassem- bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- placement sprinklers should be provided for this purpose. Model N25 ESFR Sprinkler Specification Sprinklers shall be Early Suppression Fast Response (ESFR) pendent suppression mode sprinklers specifically tested and [FM Approved] for commodity storage applica- tions. Sprinkler frame and deflector to be of bronze con- struction. Fusible link assembly shall utilize the strut and lever principle of operation with approved fast response black-painted or white-painted beryllium-nickel thermal element. Water seal shall consist of a Teflon-coated Bell- ville spring washer and brass cap assembly containing no plastic parts. ESFR sprinklers shall have a nominal K-factor of 25.2 with 1" NPT threaded end connections. Sprinkler temperature rating shall be [Ordinary 165°F (740C)] [Inter- mediate 212°F (100°C)]. Fig. 3- Model N Wrench Use only the Model N sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. Note: When handling sprinklers, hold sprinklers only on frame arms and do not apply any force on the link as- sembly. Sprinklers should be tightened between 22 - 30 ft-lbs (29.8 - 40.7 Nm) torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replacedim- mediately. Ordering Information Specify: Temperature rating Thread type 1' NPT or ISO 7-R1 Fig. 2 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting le and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address eRecycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 10113 P/N 999970454 Pendent Pendent F1/F2 XLH Upright XLH Pendent Vertical Sidewall Recessed Horizontal Sidewall Horizontal Sidewall Pendent LI Conventional Recessed PendentlF1/F2 F Recessed Pendent/FP Upright Bulletin 014 Rev. N R I Model F1 FR Series - e ia e Quick Response Glass Bulb Sprinklers 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 F1FR56LL & F1FR42LL NSF Certified Low Lead Spunkier Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals ____ The following organizations provide Listings or Approvals for various Model Fl FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. roduct escron Underwriters Laboratories Inc. and Certified for P D Canada (cULus). Reliable Model F1FR series sprinklers are quick-response automatic sprin- FM Approvals (FM) Loss Prevention Certification Board (LPCB) klers with a glass bulb thermal element. Model F1FR series sprinklers are Stan- VdS SchadenverhUtung GmbH (VdS) NSF Certified to NSF/ANSI Standard 61 Annex G dard Spray sprinklers, with the excep- tion of the Model El FR56 Conventional XLH Recessed (NSF) EC Certificate: 0786-CPD-40239 (RA1414), 0786- sprinkler which is an Old-style/Conven- PendentFP CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) tional sprinkler. (EC) The Model F1FR Series automatic sprinklers utilize a 3.0 UL Listing Category mm frangible glass bulb. These sprinklers have demonstrat- Sprinklers, Automatic & Open (VNlV) ed response times in laboratory tests which are five to ten Quick Response Sprinkler times faster than standard response sprinklers. This quick response enables the Model F1FR 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 co C C :ti MA 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 Fl 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 F1FR 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 F1FR 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 El 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 addition, Model F1FR 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. 2. Model F1FR 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 Fl 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 Fl FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model El FR56 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 F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR 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 Sprinkler Height _____ Installation Wrench SIN Approvals Listings and Approval Notes US Metric inches mm inches mm F1FR28 2.8 40 3/8 10 - Pendent 2.25 57 DorW2 RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 DorW2 RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D or W2 RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS F1FR42 4.2 60 7/16 10 Pendent 2.25 57 DorW2 RA14131 cULus 2 Recessed Pendent 225 57 GFR2 RA14131 cULus 2 Upright 225 57 D or W2 RA14231 cULus 1,2 F1FR42LL 4. 2 60 7/16 10 Pendent 2.25 57 0 or W2 RA1410 cULus, ULH Recessed Pendent 2.25 57 GFR2 RA1410 cULus, ULH F1FRXLH (F1FR42 with Pintle) 4.2 60 7/16 10 Pendent 2.25 57 DorW2 RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D or W2 RA1423 cULus 1,2 F1FR56 5.6 80 1/2 15 Pendent 2.25 57 DorW2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,23,4 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 Upright 2.25 57 0orW2 RA1425 , , LPCB,V cULus d FM S,EC 1,2,3,4 "Conventional 2.25 57 (Pendent or Upright)" 0 or W2 RA1475 LPCB, VdS, EC 4 F1FR56LL 5.6 80 1/2 15 Pendent 2.25 57 0 or W2 RA1415 cULus, ULH 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, ULH Concealed Pendent 2.25 57 RC1 RA1415 cULus, ULH 6 F1FR56 5.6 80 1/2 15 Horizontal Sidewall 2.63 67 DorW2 RA1435 cULus, FM 1,2,3,7 Recessed Horizontal 2.63 67 Sidewall GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 0orW2 RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. Available with FM approved Polyester coating in black or white. (41 Available with LPCB and VdS approved Polyester coating. VdS and Ed approvals of the Fl FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbuib 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./mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the Fl FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. ' 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 F1 FR56 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 (107°C) 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 I - Upright cULus Pendent VdS Fl FR40 Recessed Pendent VdS -- Pendent cULus F1FR42 Recessed Pendent cULus I -- __________ Upright cULus Pendent -- cULus, NSF - F1FR42LL Recessed Pendent -- cULus, NSF -- Pendent cULus F1FRXLH Recessed Pendent cULus I -- __________ Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC -- F1FR56 Concealed Pendent* cULus I 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 F1FR56 Recessed Horizontal cULus, FM -- FFIFR56 Sidewall Vertical Sidewall (Pen- dent or_Upright) cULus, FM, LPCB * Model F1FR56 Concealed Pendent and F1FR56LL 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 Deflector/ Model Orientation (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-Inch (12.7mm) adjustment adjustment adjustment Fl FR28 Recessed Pendent cULus cULus cULus RA1 411 F1FR40 Recessed Pendent VdS 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. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS —\ El ESCUTCHEONj_ 3/4 '[19mm] ADJUSTMENT E2 ESCUTCHEON 1/2"[12.7mmj ADJUSTMENT 2 1/4 HOLE 1)14. [57.2mm] 1 15116" B/A 149.2mm] F 1 \ il H I I H 1L . if k L J_J 1" X 1/2" REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 '[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] P2 ESCUTCHEON AT MAXIMUM RECESS = 3/4'[19mm] 77-777-71 AT MINIMUM RECESS = 3/8 "[9.5mrnJ Fl ESCUTCHEON AT MAXIMUM RECESS 7/8"[22.2mm] [3.2m-) AT MINIMUM RECESS = 1-5/8 [41.3mm] , J P2 ESCUTCHEON AT MAX/MUM RECESS = 1— 1/8"[28.6mm] AT MINIMUM RECESS = 1 —5/8"(4 1.3mm] 2 27/32 0/A. [72.2mm] Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon L----4 I- - I -1"X 1/2" REDUCER 2 5/8" DIA. [66.7mm] HOLE IN CEILING / 2 5/16" VIA. [58.7mm] CUP I L L =IE J CEILING —., FACE OF RTTINC TO FACE OF CEILING IF .HL -r DIMENSION II - AT MAXIMUM RECESS = 1-1/2"(38mm3 AT MINIMUM RECESS = 1 "[25.4mm] AT MAXIMUM RECESS = 9/16"[14.3mm] Y2'[12.7mm] .J 4 k-'Y AT MINIMUM RECESS = 1 "[25.4mm] ADJUSTMENT ,,, 3 1/4"DIA. [82.6mm] Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, 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] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] AT MINIMUM RECESS = 3/8"[9.5mm] 2 1/4" HOLE 0/A. [5 7.2mm] 1" X 1/2" REDUCER 15/16" DIA,)J [49.2mm] 7'1 ml I Hill TURN COLLAR UNTIL -, TIGHT AGAINST SPRINKLER WRENCH BOSS. ,fza~~ Fl ESCUTCHEON /11 MIMUM RECESS 1—i//J4.9mmJ AT MINIMUM RECESS = 2-1/16 "[52.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS AT MINIMUM RECESS = 2- 1/16"[52.4mmJ T (1) 4"-12" [101.6mm-304.8mm] 32 0/A CEILING TO [72.2mm] DEFLECTOR Fl ESCUTCHEON 3/4 "(19mm] ADJUSTMENT F2 ESCUTCHEON 1/2 "[12.7mm] ADJUSTMENT o,x RECESSED HSW WIn OR F2 ESCUTCHEON (I) FM APPROVED FOR 4" — 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig. 3 Model Fl FR56 Recessed Horizontal Sidewall sprinkler with Model Fl or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW IT 2 5/16 DIA .... 518 DIA. HOLE IN CEILING CUP CEILING —' 1/2" MAX. COVER ADJUSTMENT COVER PLATE - ASSEMBLY SPRINKLER 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION $ 15/16" 3 5/16" DIA. CONCEALED, 1/2" ADJUSTMENT lRg.4 Model Fl FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment- Model CCP cover plate I" x 1/2" REDUCING TEE OR ELBOW 2 5/16" CEILING 5/16" MAX. 11 COVER ADJUSTMENT 2 5/8" 0/A. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4" COVER PLATE—I---" ASSEMBLY I SPRINKLER CONCEALED, 5/16" ADJUSTMENT O7FO2A Fig. 5- Model El FR56IF1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model CCP 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 plate 1t Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (45)(6) White Painted Special Application Finishes Sprinkler Escutcheon Cover platet11 Electroless Nickel PTFE 7 Electroless Nickel PTFE Bright Brass Bright Brass(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Pai02t6> Black Paint Off White Off White (2)(15) 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. (2) 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 RA1475. cULus listed Corrosion Resistant 7 Material Data Frame: DZIR Brass, QM 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: [El FR28]{F1 FR4O][F1 FR42] [Fl FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent][Recessed Pendent] [U prig ht) [Conventional][Horizontal Sidewall] [Recessed Horizontal Sidewall][ Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][lSO 7-131/2] Sprinkler Temperature Rating: [135°F (57°C)][155°F (68°C)][ 175°F (79°C)] [200°F (93°C)] [286°F (141 -C)] Sprinkler Finish Escutcheon Model: [Fl] [F2] [FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile COP 1/2-inch (12.7mm) adjustment][low profile COP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][ 165°F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. TO NE/Cl' DEVICE OREOLR DWG1I2!(3 (E)POTTER The Symbol of Protection SASH SERIES SPRINKLER ALARM SELECT-A- STROBE/HORN®/SIGN COMBINATION UL Listed Strobe Horn Dimensions: 10-3/4" h x 9' w x 4-1/2" d Voltages Available: SAS14-24 (12/24 VDC) SASH-120 (120 VAC) Environment: Indoor or Outdoor use Weatherproof backbox is included with both models Termination: Separate terminals for horn and strobe Finish: Red with white lettering Stock number: 1000755 SASH-24 Stock number: 1000760 SASH-120 The SASH series is a multitone sstrobefhorn combination designed for use as an audio visual indication for automatic sprinkler systems. It can be installed in conjunction with or in place of water motor gongs. Wiring Information SASH-24 SASH-24 STROBE/HORN POWERED BY SAME CIRCUIT TO NEXT DEVICE SWITCHES 7 & SON OR EOLR STROBE/HORN - OFF + + 10 0 + + - P FACE ACP DWG1I216-i STROBE CIRCUIT HORN CIRCUIT SASH-120 IVSRI 1 I FLOW SWITCH I SASH-I20 AC I HOT/LINE I ® -® LOAF) COM NO AC NEUTRAL DWG6 1216-2 PotterElectric Signal Company,LLC •St.Louis,MO• CustService: 866-572-3005 -Tech Support: 866-956-0988 Canada 888-882-1833•wwwpottersignal.com PRINTED INUSA MFG. #5401216 - REV A PAGE I OF I 8/10 STROBE/HORN POWERED BY SEPERATE CONTROLS TO NEXT DF.VICE SWITCHES7&80N OREOLR STROBE/HORN - ON .1--. AM co Four wire, 120 and 24 volt Indoor and outdoor installation 120 VAC: 6", 8", 10" 24 VAC: 6", 10" ® 100IA.GONG > \ \ / 8' OIA. GONG ± l4 lb 6" DIA. GONG 4-3/8" RATING 6' GONG SIZE 8' GONG SIZE Rated Sound Level Rated Sound Level Rated Sound Level VOLTAGE Current at 1 Meter Current at 1 Meter Current at 1 Meter 6VDC 25OmA 95dB 250mA 95dB 250mA 95dB 12VDC 180mA 95dB 180mA 95dB 180mA 96dB 24VDC lOOmA 95dB IGOmA 95dB lOOmA 96dB 120 VAC 25mA 95dB 25mA 95dB 25mA 98dB 220VAC 1 20mA 95db 20mA 95db I 20rnA 97db WIRING INSTRUCTIONS D.C. BELLS (observe polarity) I Back Box Item #6515120 Sold Seperately Dimensions on page 2 A.C. BELLS RED RED from control panel to next bell or or preceding end-of-fine resistor bell BLACK (OUT) When electrical superv(sor is required use in end out leads as shown. 1. Observe polarity toting DC bells 2, Red wires positive +) 3. Black wires negative (-) When electrical supervisor is reqdred use in and out leads as shown. When using AC bells, terminate each extra wire separately after last bell End-of-line resistor is not required on AC bells, White wire is neutral, Black wire is hot. from control p preceding INSTALLATION: I. The bell should be mounted a minimum of 8 ft. from the floor or as close to the ceiling as possible. Remove the gong Connect the wiring (see diagram). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bells for proper operation that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). The Information contained herein is produced In good faith and is believed to be reliable but is for guidance only. ARG C O a n d i t s a g e n t s c a n n o t assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control, I t i s t h e use?s responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in o u r l i t e r a t u r e . I t i s VSR (E)POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Specifications subject to change without notice. Ordering Information Nominal Pipe Size Model Part Number 2" DN50 VSR-2 1144402 2 1/2" DN65 VSR-2 1/2 1144425 3" DN80 VSR-3 1144403 3 1/2" - VSR-3 1/2 1144435 4" DNIOO VSR-4 1144404 5' - VSR-5 1144405 6" DN150 VSR-6 1144406 8" DN200 VSR-8 1144408 Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 UL, CUL and CSFM Listed, FM Approved, LPCBApproved, For CE Marked (EN12259-5) /VdS Approved model use VSR-EU Service Pressure: 450 PSI (31 BAR) - UL Flow Sensitivity Range for Signal: 4-10GPM(15-38 LPM)- UL Maximum Surge: 18 FPS (5.5 mIs) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC 2.0 Amps at 30VDC Resistive 10 mAmps mm. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages. Environmental Specifications: NEMA 411P54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die-cast housing when used with appropriate conduit fitting. Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL Non-corrosive sleeve factory installed in saddle. 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 A WARNING Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. Shock hazard. Disconnect power source before servicing. Serious injury or death could result. Risk of explosion. Not for use in hazardous locations. Serious injury or death could result. CAUTION Waterfiow switches that are monitoringwet pipe sprinkler systems shall not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. Waterfiow switches used for this application may result in unintended discharges caused by surges, trapped air, or short retard times. Important: This document contains important information on the installation and operation of the VSR waterfiow switches. Please read all instructions carefully before beginning installation. A copy of this document is required by NFPA 72 to be maintained on site. General Information Enclosure The Model VSR is a vane type waterfiow switch for use on wet sprinkler The VSR switches and retard device are enclosed in a general purpose, systems. It is UL Listed for use on a steel pipe; schedules 5 through 40, die-cast housing. The cover is held in place with two tamper resistant sizes 2" - 6" and is UL Listed and FM Approved for use on steel pipe; screws which require a special key for removal. A field installable schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 mm). LPC cover tamper switch is available as an option which may be used approved sizes are 2" thru 8" (50 mm thru 200 mm). See Ordering to indicate unauthorized removal of the cover. See bulletin number Information chart. 5401103 for installation instructions of this switch. The VSR may also be used as a sectional waterflow detector on large systems. The VSR contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO Phone: 866-956-1211/Canada 888-882-1833 www.pottersignal.com PRINTED IN USA MEG. #5401146 - REV PAGE 1 0F4 11115 VSR ® POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Installation (see Fig. 1) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterfiow or within 24" (60 cm) of a valve or drain. NOTE: Do not leave cover off for an extended period of time. Drain the system and drill a hole in the pipe using a hole saw in a slow speed drill (see Fig. 1). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterfiow. Take care not to damage the non-corrosive bushing in the saddle. The bushing should fit inside the hole in the pipe. Install the saddle strap and tighten nuts alternately to required torque (see the chart in Fig. 1). The vane must not rub the inside of the pipe or bind in any way. A CAUTION Do not trim the paddle. Failure to follow these instructions may prevent the device from operating and will void the warranty. Do not obstruct or otherwise prevent the trip stem of the flow switch from moving when water flows as this could damage the flow switch and prevent an alarm. If an alarm is not desired, a qualified technician should disable the alarm system. DO NOTLEAE'E COVER OFF FOR Retard Adjustment Fig. 1 AN EXTENDED PERIOD OF TIME The delay can be adjusted by rotating the retard adjustment knob from 0 to the max setting (60-90 seconds). The time delay should be set at the minimum required to prevent false alarms Pe TIGHTEN NUTS ALTERNATELY MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW CAUTION Hole must be drilled perpendicular to the pipe and vertically centered Refer to the Compatible Pipe/Installation Requirements chart for size. Correct Incorrect Pod FOR ROLL PADDLE IN D!RECTI(' OPPOSITE DIRECTION WATERFLOW I j kdevice. _0F WATERFLOW activates ---: \\ in one direction only) DWG. 1146-It 50mm ADAVrER AOAPTER 20mm±2n,m MAX. DN5O ONLY USE (2) 5180162 ADAPTERS AS SHOWN ABOVE DflCw 1146.IF Compatible Pipe/ Installation Requirements Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness ___________ Hole Size U-Bolt Nuts Torque Lightwall Schedule 10 (IJL) Schedule 40 ((iL) BS-1387 (LPC) DN (VDS) inch mm inch mm inch mm inch mm inch mm inch mm inch mm inch mm ft-lb n-rn VSR-2 2 DNSO 2.375 60.3 .065 1.651 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 1.25 + .125/- .062 33.012.0 VSR-2 1/2 2.5 - 2.875 73.0 .084 2.134 0.120 3.05 0.203 5.16 - - - - VSR-2 1/2 - DN65 3.000 76.1 1 - - - - - 0.142 3.6 0.102 2.6 VSR-3 3 DN80 3.500 88.9 .083 2.108 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 50.8±2.0 20 27 VSR-3 1/2 3.5 - 4.000 101.6 - - 0.120 3.05 0.226 5.74 - - - - VSR-4 4 DNIOO 4.500 114.3 .084 2.134 0.120 3.05 0.237 6.02 0.177 4.5 0.126 1 3.2 VSR-5 5 - 5.563 141.3 - - 0.134 3.4 6.55 - - - - VSR-6 6 DN!50 6.625 168.3 .115 2.921 0.134 EtO,122 7.11 0.197 5.0 0.157 4.0 VSR-8 8 DN200 8.625 219.1 - - 0.148 8.18 0.248 6.3 0.177 4.5 NOTE: For copper or plastic pipe use Model VSR-CF. PRINTED IN USA .MFG. #5401146 - REV M PAGE 2 OF 4 11/15 (E)POTTER The Symbol of Protection Fig. 2 Fig. 3 To remove knockouts: Place screwdriver at Break out thin section of cover when inside edge of knockouts, not in the center. wiring both switches from one conduit \ . entrance. Do not drill into the base as this creates metal shavings which can create electrical hazards and damage the device. Drilling voids the warranty. VSR VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Fig. 4 Switch Terminal Connections Clamping Plate Terminal _$ D44. 9I&-6 WARNING 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 become dislodged from under the terminal. Failure to sever the wire may render the device inoperable risking severe property damage and loss of life. Do not strip wire beyond 3/8' of length or expose an uninsulated conductor beyond the edge of the terminal block. When using stranded wire, capture all strands under the clamping plate. (oNNECIOR BREAKER NEUIRALFROM BELL BEE,. El] Fig. 5 Typical Electrical Connections ______________ BREAKER Notes: I LINE FROM BREAKER EOL (End OlUneResistor) The Model VSR has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. For supervised circuits, see "Switch Terminal Connections" drawing and warning note (Fig. 4). Whenc control pnd,ure the ponelS resistor vatue for circuit supervision. Testing The frequency of inspection and testing for the Model VSR and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. se the person responsible for testing of the fire protection system that this system must be tested in accordance the testing instructions. Fig. 6 Mounting Dimensions 5.56 in Fig. 7 3.50 in 141.2mm) 1.00 in 1 t890o3 (50.9 GREEN GROUND /SCREWS en PiE 2 J4ir (59 I .4 mm) U.BOLT NUT D1A 5.25 in (+ 35.4mm) ___________________________ U.BOLT WASHER _____________ PIPE SADDLE—' PIPE— PLASTIC PADDLE — U-BOLT NOMINAL PIPE D. +1.75 in (+44.5 MM)EOR DN 50-DN 65 2-5 in 0 NOMINAL PIPE DIA.+2.I25in(+54.OMM) FOR DNPO-DN2007-8ifl OWG 114K.15 PRINTED IN USA MFG. #5401146 - REV M PAGE 3 OF 4 11115 RETARD/SWITCH ASSEMBLY BREAKOUTTHTN SETIONOFCOVER WHEN WIRING BOTH SWITCHES FROM ONE CONDUIT ENTRANCE. (2) ORIGINAL MOUNTING r CREWS (2) LOCATE (2) LOCATIT BOSSES IN DWG# 1146-10 VSR (BPOTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR waterfiow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock #1029030 (see Fig. 8). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 8) The Retard/ witch Assembly is field-replaceable without draining the system or removing the waterfiow switch from the pipe Make sure the fire alarm zone or circuit connected to the waterfiow switch is bypassed or otherwise taken out of service. Disconnect the power source for local bell (if applicable). Identify and remove all wires from the waterfiow switch. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. Remove the retard assembly by lifting it straight up over the tripstem. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. Re-install the (2) original mounting screws. Reconnect all wires. Perform a flow test and place the system back in service. Fig 8 REMOVE (2) ORIGINAL MOUNTING SCREWS HOLDING RETARD/SWITCH BLY TO BASE DO NOT REMOV (2) RETARD HOU SCREWS Removal of Waterfiow Switch To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterfiow detectors are removed or replaced. Turn off electrical power to the detector, then disconnect wiring. Loosen nuts and remove U-bolts. Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterfiow detector saddle. Lift detector clear of pipe. PRINTED IN USA MFG. 45401146 - REV M PAGE 4 OF 4 11115 usm APPROVED For tistlng&Approval Oetaa aM Umltatlons. vilt our webotte at www.wwibnS.com or Ixintact anArMJ' Sales Representative. Welded Outlet Fittings AMN For Fire Protection & Other Low Pressure Piping Systems SPF Welded Outlet Fittings offer the user a high strength, low cost forged threaded and grooved line of fittings specifically designed and manufactured to be installed on proprietary thin wall flow pipe, Schedule 5, 10, and 40 standard wall pipes. SPF Welded Outlets are forged steel welding outlet fittings. The material used in manufacture meets the chemical and physical requirements of ASTM A 53. SPF Welded Outlet Fittings employ a low weld volume design to provide either a partial or full penetration weld employing a single pass with minimum burn-through and pipe distortion. Threads comply with ANSI B1.20. 1. The SPF Welded Outlets are UL Listed and FM Approved for use conforming to the requirements of NFPA 13, SPF Welded Outlet Fittings are rated for 300 psi when used in fire sprinkler system applications. Outlet Model SPF .1 D OUTLET FITTINGS Outlet Pipe Size l Header Pipe Size Rated Pressure MT640 ½,Y4,1 1¼, 11/2,2,21/2,3,4 1h-8(Sch.10,40) 300 4,6 (EZ-Flow) ½-4 (Sch. 5, Dynof low) 2 SR-40 1-8 lt/4-8(SCh.10 40) 300 2½-8 (5th. 5, DynoFlow) 21/-8 Size-on size (i.e. 2 x 2) SPF Welded Outlet Fittings are not FM Approved. FM rated working pressure when welded on Sch. 5 or lightwall pipe is 175 psi. Refer to the UL and FM websites for the most current pressure ratings. PROJECT INFORMATION APPROVAL STAMP Project: Approved Address: U Approved as noted Contractor: Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: SPF-8.14 Welded Outlet Fittings ANVI SPF Welded Outlets are designed and Manufac- tured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. SPF Welded Outlets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, burn- through or excessive distortion. On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 11/2" and larger, whether female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. GENERAL SPECIFICATIONS Welded outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install SPF Welded Outlets. Threads are cut in accordance with the requirements of ANSI B 1.20. 1, national standard for tapered pipe threads. 'SPF Welded Outlets threaded and grooved velding outlet fittings are UI/ULC Listed and FM pproved for use in the fire sprinkler systems nstalled in accordance with the requirements of NFPA 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. SPF Welded Outlets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal center line of the header will appear for the second size listed. SPF Welded Outlets are identified by a lot number that provides full traceability. FOR YOUR PIPING SYSTEMS SPECIFY SPF WELDED OUTLETS Branch Outlet Fittings shall be SPF Welded Outlets, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI 81.20.1 and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA 13, and pressure rated for 300 PSI maximum. SPF-8.14 Standard 90° Elbow for Fire Protection MANVIL (, f i FIGURE 7050S* STANDARD 90' ELBOW Nominal O.D.Rated Center Approx. Size Pressure to End Wt. En. InJ0N(mm) In/mm P51/bar In/mm Lbs/Kg 1 1.315 300 21/4 0.6 25 33.4 20.1 57 0.3 1% 1.660 300 2% 1.0 32 42.2 20.7 10 0.5 1½ 1.900 300 2% 1.2 40 48.3 20.7 70 0.5 2 2.375 300 31/4 1.7 50 60.3 20.1 83 0.8 26 2.815 300 3% 2.6 65 73.0 20.7 95 7.2 30.0. 2.996 300 4 3.6 16.1 76.1 20.7 102 1.6 3 3.500 300 41/4 4.0 80 88.9 20.1 708 7.8 4 4.500 300 5 7.7 100 714.3 20.1 727 3.5 2/zOO. 5.500 300 9/4 70.9 139.7 139.7 20.7 133 4.9 5 5.563 300 51h 11.1 125 1 741.3 20.1 1 140 5.0 £/z0.D. 6.500 300 61/z 71.4 165.1 165.1 20.7 165 7.9 6 6.625 300 61h 16.5 750 168.3 20.1 765 7.5 8 8.625 300 7% 30.6 200 219.7 20.7 197 73.9 10 10.150 300 9 53.5 250 273.7 20.1 229 24.3 12 12.750 300 10 82 300 323.9 20.1 254 1 31.2 These Fittings are designed to provide minimal pressure drop and uniform strength. UIEI APPROVED ' -Available galvanized. For ljstlngs/Appiovai Details and Umliations, VISIt our webulte at wwwanvilkutLcom or contact an AnVIP Sates Representative. • When ordering, refer to product asFP7O5OS. CAST FITTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: o Rust inhibiting paint Color: ORANGE (standard) or OHot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) 0 Other available options: Example: RAI.3000 or RAL9000 Series For additional sizes, see Fig. 7050 in the Gruvlok Catalog or contact an Anvil Representative. 1PROJECT IIIIINFORMATI ON 1 Project: []Approved Address: fJApproved as noted Contractor: 0 Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 C to F DOW C to E These fittings are designed to provide minimal pressure drop and uniform strength. VdS L1U1 APPROVED kii For ustngslAppsovai Details and Umftations, visit our wobsite at www.ansiliritLcum or contact an AzMP Sates Representative. -Available galvanized. When ordering, refer to product asFP7O6OS. Standard Tee for Fire Protection ANVIL FIGURE 70u1STANDARD TEl Nominal 0 D Rated Center Approx. Size Pressure to End wt. Ea. InJON(mm) In1mm PSI/bar InJmm Lbslkg 1 1.315 300 21/4 0.9 25 1 33.4 20.1 1 51 0.4 11/4 1.660 300 2/4 1.5 32 42.2 20.1 70 0.1 1½ 1.900 300 2% 1.8 40 48.3 20.1 10 0.8 2 2.375 300 31/4 2.4 50 60.3 20.1 83 LI 21/2 2.875 300 31/4 4.0 65 13.0 20.7 95 7.8 30.0. 2.996 300 4 4.6 76.1 76.1 20.7 101 2.1 3 3.500 300 41/4 5.8 80 88.9 20.1 108 2.6 4 4.500 300 5 10.3 700 714.3 20.1 121 4.1 5/20.0. 5.500 300 5/2 76.1 139.7 139.7 20.7 140 7.3 5 5.563 300 51h 16.2 125 147.3 20.7 740 1.3 6'/,O.D. 6.500 300 6/2 24.4 165.1 165.1 20.7 165 11.1 6 6.625 300 61h 25.7 750 168.3 20.1 165 II.? 8 8.625 300 1/4 41.1 200 279.7 20.1 791 18.6 10 10.750 300 9 74.5 250 273.7 20.7 229 33.8 12 12.750 300 10 94.7 300 323.9 20.1 254 43.0 CAST FflTINGS: Ductile Iron conforming to ASTM A-536 COATINGS: o Rust inhibiting paint Color: ORANGE (standard) or OHot Dipped Zinc Galvanized conforming to ASTM A-153 (optional) 0 Other available options: Example: RAL3000 or RAL9000 Series Additional sizes available, see Gruviok Catalog or contact on Anvil Representative. PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: EjApproved as noted Contractor: J Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: LIPCER USIED APPROVED For LisfirWAppmM Detain and Umitatiens, vtsti ou, webtate at y.ww.anvatntcom or contact an MnrP Satan Representative. - Available galvanized. When ordering, refer to product as FP7000. DAN)JLOK I The Gruviok® Figure 7000 Lightweight Coupling is designed for applications where system flexibility is desired. The Figure 7000 Lightweight Coupling is approximately 30% lighter in weight than the Figure 7001 Coupling. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. The Figure 7000 Lightweight Coupling with a Pre-lubricated Grade "E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI DOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-i 83 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: Rust inhibiting paint Color: ORANGE (standard) 0 Hot Dipped Zinc Galvanized (optional) 0 Other available options: Example: RAI.3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: Standard Gruvlok Gruvlok XtremeTM required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pre-Lubricated Grade "E" EPDM, Type A Gasket (Violet color cede) -40°F to 150°F (Service Temperature Range)(-40°C to 66°C) Recommended for wet and dry (oil free air) pipe fire protection sprinkler systems. For dry pipe systems and freezer applications, Gruvlok XtremeTM Lubricant is required. El Grade "Er' EPDM (Green and Red color code) -40°F to 250°F (Service Temperature Range)(-40°C to 121 °C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPUCATIONS. GASKET TYPE: El Standard C Style [I Flush Gap PROJECT IIIIINFORMATI ON I Project: LI Approved Address: LI Approved as noted Contractor: []Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 [LrVL OK1 Lr_ FIGU RE wIeIsIuI LIGHTWEIGHT COUPLING Nominal Pipe Max. Max End Range of Deflection From Coupling Dimensions Coupling Bolts Specified Torque § Approx. Size O.D. Working PressureA Load Pipe End Separation WI. Ea. Per Coupling Pipe - X - Y - Z - Wy. Size Mm. Max. ln/DNfrnm) InJmm PSI/bar L& AN In/mm Degrees M.A.Irs/mm In/mm In/mm = In/mm Ft Lbs./N m Lbs/Kg 1¼ 1.660 600 11299 0M 10 5' 0.23 21/4 4% 13/4 2 %x2¼ 30 45 1.4 .52 42.2 11.4 5.78 0812 18.8 /0 111 44 1110x5/ 40 40 06 11/2 1.900 600 1,701 0-'/3 0° 57' 0.20 3 4% 1% 2 %x2¼ 30 45 1.5 40 48.3 41.4 7.57 80.79 14,5 76 117 44 /210x5/ 40 60 01 2 2.375 600 2,658 0h/32 00 45' 016 31/2 51/2 1% 2 %x 21/4 30 45 1.7 50 60.3 41.4 11.82 OWl? 13.1 89 140 44 /119x57 18 1 60 0.8 2½ 2.875 600 3,895 0.1/32 0°37' 0.13 4 2 %x2¼ 30 45 1.9 65 73.0 4 1. 4 1233 08.79 10.8 102 146 44 IllOxOl 40 60 0.9 300 2.116 600 4230 0. 0036 0.13 4 1 2 - 30 45 2.3 76.1 76.1 41.4 18.82 00.79 10.4 102 156 44 - MIOx 57 40 60 1.0 3 3.500 600 5,773 01/32 0°31' 0.11 41A 63/4 11/4 2 ½x23/4 80 100 2.9 80 85.9 41.4 25.68 00.79 8.9 117 UI 44 - /ii2l3 1W 150 1.3 4/0.0. 4.250 461 8,512 0 i16 0)0 5 l 2 2 53 80 030 4.0 108.0 1 108.0 41.4 1 37.86 0-2.38 1 58.7 140 1 197 51 - M12x76 110 150 1 1.8 4 4.500 600 9,543 0/32 10 12' 0.67 5/8 81/s 2 2 1/2 x3 80 100 4.6 100 114.3 ILl 42.45 02.35 55.5 149 20.6 51 - I'll 12x/6 110 160 2.1 540.0. 5.236 500 10,766 0A' 102 0.57 6449' 2 2 1'34 160 130 57 133.0 133.0 34.5 47.89 02.38 473 165 232 51 - M16x85 135 175 2.6 5I0.U. 9.600 500 11,819 C 0058 0.54 615 91 2 2 - 103 130 6 139.7 1 139.7 34.5 1 52.84 0-2.38 1 45.4 171 238 51 - M16x85 135 175 1 2.7 5 5.563 500 12,153 03/32 00 58' 0.54 7 91h 2 2 %x3½ 100 130 6.1 125 141.3 34.5 54.06 0735 451 1/8 244 51 /416x85 135 175 2.8 51011~ 6.25? 500 15,384 02 0051 0.48 h; 100 2 2 Yj3j2 1110 130 6.7 159.0 159.0 34.5 68.43 0.2.38 39.8 191 264 51 - M16x85 135 175 3.0 600.0. 6.503 50.1 16,582 0 C'58' 0.46 /0 lOW 2 2 - 103 130 7.0 165.1 165.1 34.5 1 73.80 0-2.38 1 34.8 197 273 51 - M16x85 135 175 3.2 6 6.625 500 17,236 03A2 00 49' 0.45 6 11 2 2 %x3112 100 130 8.1 CO 168.3 34.5 /6.6/ 02.38 37.8 203 279 51 - 711685 135 1/5 3.7 8 8.625 500 29,213 0-/32 0°37 0.35 10 131/4 2% 2 %x4½ 130 180 14.2 200 219.1 34.5 129.95 02.3? 29.1 264 337 60 - 1120x 110 115 246 6.4 Not For use in copper system. Range of Pipe End Separation and Angular Deflection values are for roll grooved pipe and may be doubled for cut groove pipe. § - For additional Bolt Torque information see Technical Data Section. A -Working Pressure Ratings are for reference only and based on Sch. 40 pipe. For the latest UI/lJl.C, FM, VdS and LPCB pressure ratings versus pipe schedule, please visit anvilinl[ corn or contact your local Anvil Representative. Other sizes available, see Gruok Catalog or contact an Anvil Representative. I A WARNINGI For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvioke Xfremee Lubricant is required. FP-4.12 Rigidlite® Coupling AIR,, LOK The Gruvlok® Figure 7400 Rigidlite Coupling is specially de- signed to provide a rigid, locked-in pipe connection to meet the specific demands of rigid design steel pipe. Fast and easy swing-over installation of the rugged lightweight housing produces a secure, rigid pipe joint. The Figure 7400 Rigidlite Coupling is UL/UIC Listed, LPCB, VdS and FM Approved for fire protection service in both wet and dry systems, with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed, LPCB, VdS and FM Approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Anvil Representative. The Figure 7400 Rigidlite Coupling with a Pre-Lubricated Grade "E" EPDM, Type "A" gasket (coupling is easily identified by purple nuts) is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". ANVIL G @ us <~> 0 H usies APPROVED For USSO9S/APPFOVOJ Details end Umilallons, sInS our website at we,w.ansltnS.com or contact an Mull Setes Representatlse. - Available galvanized. When ordering, refer to product as FP7400. HOUSING: Ductile Iron conforming to ASTM A-536, Grade 65-45-12 ANSI BOLTS & HEAVY HEX NUTS: Heat treated, oval-neck track head bolts conforming to ASTM A-183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B, or J995 Grade 2. Bolts and nuts are provided zinc electroplated as standard. METRIC BOLTS & HEAVY HEX NUTS: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical properties per ISO 898-1 Class 8.8. Hex nuts and bolts are zinc electroplated followed by a yellow chromate dip. COATINGS: Rust inhibiting paint Color: ORANGE (standard) Hot Dipped Zinc Galvanized (optional) Other available options: Example: RAL3000 or RAL9000 Series For other coating requirements contact an Anvil Representative. LUBRICATION: Standard Gruvlok D Gruvlok Xtremijm required for dry pipe systems and freezer applications. GASKETS: Materials Properties as designated in accordance with ASTM D-2000. Pie-Lubricated Grade "E" EPDM, Type A Gasket (Violet color code) -40°F to 150°F (Service Temperature Range)(-40°C to 66°C) Recommended For wet and dry (oil free air) pipe lire protection sprinkler systems. For dry pipe systems and Freezer applications, Gruvlok XtremeTM Lubricant is required. Grade 'EV EPDM (Green and Red color code) -40°F to 250°F (Service Temperature Range)(-40°C to 121°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many other chemical services. NOT FOR USE IN PETROLEUM APPUCA11ONS. GASKET TYPE: Standard C Style Flush Gap PROJECT INFORMATION APPROVAL STAMP Project: 0 Approved Address: [-]Approved as noted Contractor: IJ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: FP-4.12 Rigidlite® Coupling ANFIL. FIGURE L0I0I:1[e1I.1!IiCOUPLING Nominal Pipe Max. Max. Range of Coupling Dimensions Coupling Bolts Specified Torque § Size Working PressureA I Separation X V Z Wy. Size Mi Max. Wt. Ea. In./DN(mm) In1mm PSI/bar Lbs./kN In1mm InJmm In 1mm In1mm In .1111111 Ft.-LbsjN-m Lbs/Kg 1% 1.660 300 649 Oh.a 21/e 4% 1% 2 %x2% 30 45 1.3 32 1 42.2 20.7 1 2.89 00.79 67 127 44 - Ml0x57 40 60 0.6 11/2 1.900 300 851 0-V22 2% 4% 1% 2 %x2% 30 45 1.4 40 48.3 20.7 3.78 00.19 73 724 44 - M10x51 40 60 0.6 2 2.375 300 1,329 O/aa 31/4 51h 1% 2 %x2% 30 45 1.6 50* 60.3 20.7 5.91 00.79 83 140 1 44 Ml0x51 40 60 0.1 21/2 2.875 300 1,948 0442 3% 6 1% 2 %x2% 30 45 1.9 65 73.0 20.7 8.66 1 0-0.79 98 152 44 - M10x57 40 60 0.9 30.0. 2.996 300 2,115 0-Vn 4 51/1 73/i 2 INx2¼ 30 45 1.9 76.1 1 76.1 20.7 9.41 0079 102 149 44 - MIO ox 57 40 60 0.9 3 3.500 300 2,886 0-'/32 41h 6% 1% 2 %x2% 30 45 2.1 80 88.9 20.7 12.84 04.1.79 114 171 44 - MI0x10 40 60 1.0 4 4.500 300 4,771 0-%2 51/8 71/4 1% 2 %x2% 30 45 3.1 700 114.3 20.7 21.22 02.38 143 797 48 - M10x70 40 60 1 1.4 51 0.0. 5.500 300 1,127 Q.34, 6/ 9¼ 2 2 ½x3 80 100 4.5 139.7 1 1397 20.7 1 31.70 0-2.38 171 235 51 - M12x76 110 150 2.0 5 5.563 300 7,292 O/2 6% 9% 2 2 ½x3 80 100 4.6 725 147.3 20.7 32.44 0-2.38 175 235 51 - Ml2x76 110 750 2.1 6½ 0.0. 6.500 300 9,955 0442 7'14 7Q3% 2 2 ½x3 80 700 5.5 165.1 165.1 207 44.28 0-2.38 200 264 1 51 - M12x76 110 150 2.5 6 6.625 300 10,341 0%2 77/o 10% 2 2 /2x3 80 100 5.5 ISO 768.3 20.7 1 46.00 0-2.38 200 264 SI - MI2x76 110 ISO 2.5 8 1 8.625 300 17,528 0-3/32 101/4 123/4 2% 2 ½x3% 80 100 8.4 200* 279.1 1 20.7 17.91 1 0-2.38 1 260 324 60 1 - M12x89 1 110 750 1 3.8 7400 Grade *EP EPDM gasket is required for use in copper system. Range of Pipe End Seperation values are for roll grooved pipe and may be doubled for cut groove pipe. § - For additional Bolt Torque information see Technical Data Section. A - Working Pressure Ratings are For reference only and based on Sdt 40 pipe. For the latest UIJULC, FM, VdS and 1KB pressure ratings versus pipe schedule, please visit anvilintl.com or contact your local Anvil Representative. Other sizes available, see GnMok Catalog or contact an Anvil Representative. I A WARNINGI For thy pipe systems and freezer applications lub,icatian of the gasket is required, Gruvtok )(tremeTm Lubricant is required. FP-4.12 The AGF Manufacturing Inc. Model 1000 TESTANDRAIN® provides both the test function and the express drain function for a wet fire sprinkler system. The Model 1000 complies with the requirements of NFPA-13, NFPA-13R, and NFPA-13D. The Model 1000 TESTANDRAIN® is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. Available in a full range of sizes from 34" to 2" NPT and BSPT, with all specifiable orifice sizes %" (2.8K), 7A6" (4.2K), ½" (5.6K), 17/32" (8.0K), %" (11.2K, ELO), 3%" (14.0K, ESFR), and K25 as required by NFPA 13, 2007 Edition (see reverse). The orifice size is noted on the indicator plate and the valve features a tapped and plugged port for system access. A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent unintentional alarm activation. Repair kits including (1) adapter gasket, (1) ball, (2) valve seats, (1) stem packing, and (1) stem washer are available for all TESTANDRAIN® valves. Valve and orifice size must be specified when ordering. MODEL 1000 - FRONT VIEW, VERTICAL INSTALLATION FROM BRANCH SYSTEM ACCESS PORT STREET EL STREET E_ DRAIN OR PIPE TO DRAIN RIGHT HAND/STRAIGHT INSTALLATION TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. GS1000 10/09 MODEL 1000 - PLAN VIEW FRONT VIEW - HORIZONTAL INSTALL 13 TO DRAIN -1 s:a:e:s 112" NPT SYSTEM DIMENSIONS Orifice Size Available: /8", 7A6", 1/2°, /32", ELO (5/81)*, ESFR (3/4 )*, & K25** SIZE A B C U E F G H 3/4" 51A6" 11/2" 26' 35/8" 33W 1 1 6' 49A6" 63W (128 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 MM) 017 mm) (162.5 mm) 11. 51/" 1½" 26' 35W 3 3/8" 113i6" 4906" 63W (128 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 11/4 5A6" 111A6" 29A6" 41/4" 35/16" 115/16" 59/16" 51½" (163 mm) (43 mm) (65 mm) (108 mm) (83 mm) (51 mm) (141 mm) (192 mm) 1Y2" 67/16" 113A6" 31/4" 51A6" 37" 2%" 81/4" 107i" (163 mm) (45 mm) (81.5 mm) (127mm) (99 MM) (67 mm) (207 mm) (274 mm) 2" 6A6" 116" 31/4" 51A6" 37,' 25W 81/4" 10," ________ (163 mm) 1 (45 MM) (81.5 MM) (127 MM) (99 MM) (67 MM) 1 (207 MM) (274 MM) * Available on 11/4" to 2" size units only Available on 11/2" and 2" size units only THE MODEL 1000 PROVIDES ALL OF THE FOLLOWING... From the 2007 Edition of NFPA 13 MATERIALS Handle: Steel Stem: Rod Brass Ball: C.P. Brass Body: Bronze Valve Seat: Impregnated Teflon® Indicator Plate: Steel Handle Stop: Steel APPROVALS UL and ULC Listed (EX4019) FM Approved NYC-BSA No. 720-87-SM MADE IN UiA. Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) - shall be provided with a drain & 8.16.2.4.3 connection having a minimum size as shown in Table 8.16.2.4.2. Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow.., using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler... Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location.., downstream of the waterf low alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler... Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less than 1", at least one of which shall be brass. 1 I r- AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 L Phone: 610-240-4900 r• l Fax: 610-240-4906 ii www.testandrain.com Job Name:- Architect:- Engineer: - Contractor: Fig. 200 - "Trimline" Adjustable Band Hanger Fig. 200R (Import) - TrimIine1' Adjustable Band Hanger w/Retainer Ring Size Range - 1/2k' thru 8" pipe Material - Carbon Steel, Mil. Galvanized to G 9 0 specifications Function - For fire sprinkler and other genera) pi p i n g purposes. Knurled swivel nut desig n p e r m i t s h a n g e r adjustment after installation. Features - (1J2 thru 21 Flared edges ease inst a l l a t i o n f o r all pipe types and protect CPVC pla s t i c p i p e from abrasion. Captured design ke e p s a d j u s t i n g nut from separating with hanger. Han g e r i s e a s - ily installed around pipe. (21h" thru 8") Spring tension on nut h o l d s i t securely in hanger before installation. A d j u s t i n g nut is easily removed. Approvals - Underwriters Laboratories listed (1/2" thru 8") in the USA (UL) and C a n a d a ( c L J L ) for steel and CPVC plastic pipe an d F a c t o r y M u t u a l Engineering Approved (3/4" thru 8"). C o n f o r m s t o Federal Specifications WW-H-171 E. T y p e 1 0 a n d Manufacturers Standardization Societ y S P - 6 9 , T y p e 10. Maximum Temperature - 650DF Finish - Mil. Galvanized. Stainless Steel mater i a l s w i l l be supplied with (2) hex nuts in pla c e o f a k n u r l n u b . Order By - Figure number and pipe size Note - Figure 2008 (import) with retainer ri n g a n d non-captured knurl nut, Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. WtJ100 1/2 3/8 8mm or 10mm 31/b 2% 400 11 3/4 3/8 8mm or10mm 31A 21h 400 11 1 3/8 8mm or 10mm 33A 25A 400 12 1½ 3/8 8mm or 10mm 3V,, 27% 400 13 1½ 3/8 8mm or 10mm 3¼ 2¼ 400 14 2 3/8 8mm or 10mm 4½ 3 400 15 211/- 3/8 10mm 5% 41A 600 27 3 3/8 10mm 57A 4 600 29 alk 3/8 10mm 7* 51/4 600 34 4 3/8 10mm 7% 5 1000 35 5 1/2 12mm 91/8 61/4 1250 66 6 1/2 12mm 10½ 6:Y4 1250 73 8 112 12mm 131/ 8~VA 1250 136 C @ 09 USTtD Fig. 25 - Surge Restrainer Size Range - One size fits 3/4" thru 2' pipe. Material - Pre-Galvanized Steel Function - Designed to be used in conjunction with TOLCO® Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficient- ly installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals - Underwriters' Laboratories Listed Qfl!Y when used with TOLCO band hangers Fig. 2, 2NFPA and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized Order By - Figure number and TOLCO band hanger, size from 3/4" thru 2". Patent #5,344,108 \ ) 1 1/ ' I / ...... I' OFFICE/MANUFACTURING FAUUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • FH: 951.737.5599 • FAX: 951.737.0333 CUSTOMER SERVICE • 800.7815280 'I F P P I UL/ULC Listed 300 psi Description FPPI® TrimFie Bronze* Globe Valves are precision cast then machined using state of the art facilities. Each valve features a full floating seat holder for reduced seat wear when closing the valve. Seat is made of pure virgin PTFE for longer seat life and reduced maintenance as compared to rubber seat valves. TrimFit trim valves are suitable for use in regular (1 75p5i) and high pressure (300psi) sprinkler systems. Standard configuration is FNPT x FNPT and is available in 1/4" IPS through 2" IPS sizes. Each valve carries the UL Listing UL/ ULC Listed 2R97 Installation Specifications Install in accordance with usual and customary installation techniques for fire sprinkler systems Use a suitable thread sealant on the male threads of the pipe Material: Bronze being threaded into the valve body. We recommend either FPPI PTFE Thread Seat-PTFE Sealing Tape or PipeFit® Thread Sealing Paste with PTFE NEVER USE BOTH Hand wheel JIS FC 20 DO NOT OVERTIGHTEN OVERTIGHTENING MAY CAUSE CRACKS OR painted red LEAKS.Sizes 06-798-00 ¼" IPS FNPT 06-800 001/" 06-802-00 3/4 06-804-00 1" 06-806-00 11/4" 06-808-00 11/2" 06-810-002" lead. Not for use in 1 water systems intended for human consumption 3198 UONSHEAD AVE CAFLSBAD, CA 92010 TEL + 1760 599-1168 - +1800 344-1822 FAX + 1 800 344-3775 - © 2012 Fire Protection Products Inc PioeRO, TnmFite and FPP110 are registered trademarks of fire Protection (üi) C& Products Inc USTED USTED FP Description FPPI pressure gauges feature an impact and corrosion resistant case made from '. ABS (plastic). Features phosphor bronze bourdon tube movement with white enameled brass dial face with large numbers for easy reading. Dual scale to 300 PSI/2000Kpa. UL/ULc Listed (Sprinkler Gauge Model 111.1 OSP, UL Listed file -' L EX5232) and FM Approved. Applications Fire sprinkler systems Suitable for all media that will not obstruct the pressure system or attack copper alloy parts Special Features UL-listed (UL-393), United States and Canada (Sprinkler Gauge Model 111.10SP, UL Listed file EX5232) Factory Mutual (FM) approved Reliable and economical Standard Features Design EN 837-1 & ASME 1340.100 Sizes 4" (100 mm) Accuracy class ± 3% of span (ASME 1340.100 Grade B) Ranges 0/80 psi, retard to 250 psi (air) 0/300 psi (air, water, air/water) Working Pressure Steady: 34 of full scale value Fluctuating: % of full scale value Short time: full scale value Operating Temperature Ambient: -40°F to 140°F (-40°C to 60°C) Media: 140°F (+60°C) maximum Temperature Error Additional error when temperature changes from reference temperature of 68°F (20°C) +0.4% for every 18°F (10°C) rising or falling. Percentage of span. Specifications Bourdon Tube Material: copper alloy C-type Pressure Connection Material: copper alloy 1/4" NPT lower mount (LM) Movement Copper alloy Dial White aluminum with stop pin: black and red lettering Pointer Black aluminum Case Black polycarbonate Window Snap-in clear polycarbonate 3198 UONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800344-1822 FAX + 1800 344-3775 © 2012 Fire Protection Products, Inc. F Description Designed for use in grid systems or any sprinkler system where pressure relief is required. The Adjustable Pressure Relief Valve can be adjusted from 75-175 psi. Adjustment to the desired pressure is achieved with the use of an approved fire sprinkler system pressure gauge. The adjustment cap is "diamond" knurled for easy adjustment. The body is cast bronze* and marked with directional arrows for proper flow indication. The pressure markings on the adjustment cap are for reference only. Use the system gauge for proper relief setting. Directions Specifications Installation of the Adjustable Pressure Relief Valve is accomplished with tools readily available on the job site utilizing approved installation methods. Do not Type: Angle pattern, ½" IPS install outlet piping until relief pressure has been set. To set relief pressure, rotate adjustment cap clockwise until seated. Pressurize sprinkler system to Material: the pressure that you wish to provide relief Once system pressure has been set Body: Cast Bronze* cap: Bras-s* slowly turn pressure relief valve adjustment cap counter clockwise until the valve Seat packing: Rubber outlet starts to "spit" water from the system (bleed off pressure). Once the valve starts to "spit" then slowly close the valve cap until the valve stops "bleeding off" pressure. Check the system pressure gauge to make sure pressure is maintained at the relief pressure. Repeat steps until proper relief pressure has Finish: been set. Make sure to test setting by pressurizing system above relief setting Rough Brass*, to verify proper relief valve function. Use an appropriate thread sealant such as Dimensions: PipeFit or PipeFit AS to prevent leakage of the threaded connections. Refer to 3.05" x 1.540" x 1.10" Authority Having Jurisdiction or NFPA1 3 for proper installation location in the 'Contains lead. Not for use in sprinkler system. water systems intended for human consumption. 3198 UONSHEAD AVE CARLSBAD, CA 92010 TEL + 1760 599-1168 +1800 344-1822 FAX + 1 800 344-3775 © 2012 Rio Protection Products, Inc. Fig. 65 and Fig. 66 Reversible C-Type Beam Clamps 3/4" and 11/4" Throat Openings Component of State of Seismic Restraints System USTED California OSI-IPD Approved c Size Range - (Fig. 65 and Fig. 66) 3/8, 1/2 and 5/8' rod Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4' (Fig. 65) or 11/4" (Fig. 66). Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8' rod will support 1/2" thru 4" pipe, 1/2' rod will support 1/2' thru 8 pipe. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement relating to OSHPD projects. please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885 LD1l k-hL C F A Fig. 65 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* WtJ100 3/8 1Ae 3/4 1 7/16 1 610 28 1/2 1½ 3/4 1 9/16 11/4 1130 55 5/8 1½ 3/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. Fig. 66 Dimensions • Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* WtJ100 3/8 lWis 11/4 1 7/16 1 610 28 1/2 1½ 11/4 1 9/16 11/4 1130 55 5/8 1½ 11/4 1 9/16 11/4 1130 55 * Max. loads for clamp with set screw in up or down position. OFRCMANUFACTURING FACIU1'Y • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 I CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 69 - Beam Clamp Retaining Strap Size Range - 3/8 thru 7/8" rod by 4" thru 16" length.* Material - Pre-Galvanized Steel Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be expected. NFPA 13 requires the use of retaining straps with all beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (2010) 9.3.7.1. Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mech- anism of some kind such as a hex nut or the beveled locking slot on the TOLCO® Fig. 69R will provide a more secure reliable installation. Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relat- ing to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1". Dimensions Type Rod Size A Hole Size B 1 3/8 7/16 Specify 1/2 9/16 Specify 2 5/8 11/16 Specify 3/4 13/16 Specify 3 3/8 -7/8 Specify Specify * Longer lengths are available, consult factory. Component of State of California OSHPD Approved C@ US LISTED Seismic Restraints System OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.1370330 CUSTOMER SERVICE • 800.786.5266 .4 www.folco.com Fig. 4L ..c®ususmi Longitudinal "In-Line" Sway Brace Attachment Size Ranae - 21/2" throucih 8" IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriter's Laboratories Listed in the USA (UL) and Canada (cUL) 21/2" - 8". Approved by Factory Mutual Engineering (FM), 21/2" - 8" pipe. Installation Instructions - The Fig. 4L is the 'braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be D A combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to c proper brace angle. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. -/= 0 Dimensions • Weights Max. Rec. *Max Design BoltI Sizes A C D Load Lbs. Load Lbs. AApp10X V Size (cliLus) (FM) IV 1.1 100 67A6 21h 23/4 1/2 2015 3000 253 7 23/4 31A6 1/2 2015 1550 268 4 81/2 3/8 311/16 1/2 2015 1550 348 1 01 5 9~ 37/8 4% 1/2 2015 1450 380 Longitudinal 6 111½ 5 51½ 1/2 2015 1450 640 D race 8 131/4 55A 5% 1/2 2015 1450 728 0 0 * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 0, where 0 the installation angle measured from the vertical. FM approved when used with 1", 11/4', 1½" or 2" Sch. 40 brace pipe. 4-Way Riser Brace (Plan view) TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFfiCE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.to!co.com Fig. 1001 - Sway Brace Attachment Component of State of c®ususm California OSHPD Approved Size Range - Pipe size to be braced: 21/2' thru 8" IPS.* Pipe size Seismic Restraints System used for bracing: 1" and 11/4 Schedule 40 IPS. Material - Carbon Steel Function - For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a corn- plete sway brace assembly. Features - Can be used to brace schedules 7 through 40 IPS. I Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note - Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1 ' pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals - Underwriters Laboratories Listed in the USA (UL) Maximum Design Load and Canada (cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 - 1600 lbs. Included in our Seismic Restraints Catalog approved by the State Sch. 10 & 40 w/1 ' Brace Pipe - 2015 lbs. of California Office of Statewide Health Planning and Development Sch. 10 & 40 w/11/4" Brace Pipe - 2765 lbs. (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic FM Approved Design Loads* Restraint Systems Guidelines. 21/2 ' - 2400 lbs. Finish - Plain 3' - 4" - 2500 lbs. Note - Available in Electro-Galvanized and HDG finish. 5' - 8' - 1500 lbs. Order By - Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance, the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig. 907 4-Way Longitudinal Brace Attachment. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Fig. 980 - Universal Swivel Sway Brace Attachment c®ususlui Size Range - One size fits bracing pipe 1" thru 2", TOLCO 12 gauge channel, and all structural steel up to 1/4" thick. Material - Carbon Steel Component of State of Function - Multi-functional attachment to structure or California OSHPD Approved Seismic Restraints System braced pipe fitting. Features - This product's design incorporates a concen- tric attachment opening which is critical to the performance H of structural seismic connections. NFPA 13 (2010) 9.3.5.8.4 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation - The Fig.980 is the structural or transitional A attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the B "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. To Install - Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000, Fig. 2002, Fig. 4A, Fig. 4B or Fig. 4L Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the require- ments of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish Order By - Figure number and finish Pat #6,273,372, Pat #6,517,030, Pat #6,953,174, Pat #6,708,930, Pat #7,191,987, Pat #7,441,730, Pat #7,669,806 Lateral Brace Dimensions • Weights Max. Design Max. Design Approx. A B Load Lbs. Load Lbs. (cULus) (FM) 51/4 1/8 17/32 2765 2800 132 * Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 0, where 0 is the installation angle measured from the vertical. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.toko.com Component of State of Fig. 825 - Bar Joist Sway Brace Attachment California OSHPD Approved Size Range - One size accommodates all TOLCO Fig. 900 Series sway brace Seismic Restraints System attachments. Material - Carbon Steel C@ us USTED APPROVED Function - To attach sway bracing and hanger assemblies to steel open web structural members. Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unique design reinforces point of connection to joist. Break off head bolt design assures verification of proper installation torque (mm. 31 ft.-lbs.). Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions - The Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, "bracing pipe" and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. 3/8" To Install - Place the Fig. 825 on the steel beam or joist within 6" of a panel point, tighten the cone point set bolts until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish - Plain, Electro-Galvanized and HDG Order By - Figure number and finish US Patent #6,098,942 Canada Patent #2,286,659 AgO8, I I .nydI,e, .4 4 11 Fig. IWO IL COEVIOW > 801101,I,h*wnatteth.d Maximum Design Load 2015 Lbs. Weighti100 237.5 Lbs. UL Listed as Hanger Attachment 6" Pipe Max. FM Approved Design Loads* 2900 - Across Beam 1350- Along Beam * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 0, where 8 is the installation angle measured from the vertical. Cooper B-Line, Inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-Line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. COOPER B-LINE 1375 Sampson Ave • Corona, CA 92879 • 800.786.5266 • FAX: 951.737.0330 COOPER B-Line