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Home My WebLink About1969 PALOMAR OAKS WAY; ; AS090009; PermitCity of Carlsbad •• Sprinkler Permit Permit No: AS090009 1969 PALOMAR OAKS Job Address: WY Permit Type: SPRINK Parcel No: 2130922000 Lot #: 0 ' Reference No.: PC #: • • Project Title: • AIR PRODUCTS SCRUBBER Status: ISSUED' Applied 1/28/2009. Approved: 1/28/2009 Issued: 1/28/2009 0 Inspector: Applicant: • Owner: AIR PRODUCTS&CHEM!CALS INC C/O J C SCHUMACHER CO 1969 PALOMAR OAKS WAY. CARLSBAD CA, Fees ($) •,. Add'l Fees ($) Total ($) • Balance ($) 130 • '0 130 . 0 c. A 3o I co' - . . Fire Protection by Computer Design SCHMIDT FIRE PROTECTION 4760 MURPHY CANYON RD. SAN DIEGO CALIF.92123 858-279-6122 Job Name : AIR PRODUCTS-AIR SCRUBBER UNIT Drawing Location : 1939 PALOMAR OAKS WAY, CARLSBAD, CA. 92009 Remote Area : AREA 1 Contract : M-6584 Data File : AIR PRODUCTS.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SCHMIDT FIRE PROTECTION AIR PRODUCTS-AIR SCRUBBER UNIT Page 1 Date 010909 HYDRAULIC CALCULATIONS for Project name: AIR PRODUCTS Location: 1939 PALOMAR OAKS WAY, CARLSBAD, CA. 92009 Drawing no: Date: 6-8-09 Design Remote area number: AREA 1 Remote area location: Occupancy classification: Density: .25 - Gpm/SqFt Area of application: - SqFt Coverage per sprinkler: 100- SqFt Type of sprinklers calculated: RELIABLE GFR R3117- 17/32-K=8.0 212 DEGREE No. of sprinklers calculated: 8 In-rack demand: NA - GPM Hose streams: 500- GPM Total water required (including hose streams): 737.425 -GPM @ 74.081 -Psi Type of system: WET Volume of dry or preaction system: NA - Gal Water supply information Date: 08/12/08 Location: 1939 PALOMAR OAKS WAY Source: SCHMIDT FIRE PROTECTION CO., INC. Name of contractor: SCHMIDT FIRE PROTECTION CO., INC. Address: 4760 MURPHY CANYON RD. SAN DIEGO, CA. 92123 Phone number: 858 279 6122 Name of designer: G.WOOD Authority having jurisdiction: CITY OF CARLSBAD FIRE DEPT Notes: (Include peaking information or gridded systems here.) WATER FLOW INFORMATION RESULTS FROM QUARTERLY FLOW TESTS Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SCHMIDT FIRE PROTECTION Page 2 AIR PRODUCTS-AIR SCRUBBER UNIT Date 010909 Fitting Legend Abbrev. Name ½ V4 1 114 1½ 2 21h 3 31h 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel El & E3 7.7 21.5 17 27 29 B, NFPA l3 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 S NFPA 13 Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD SCHMIDT FIRE PROTECTION Page 3 AIR PRODUCTS-AIR SCRUBBER UNIT Date 010909 Node Elevation K-Fact . Pt Pn Flow Density Area Press No. Actual Actual Req. 1 16.0 8 12.21 na 27.96 0.25 100 7.0 3 8.0 8.2 9.5 na 25.28 0.25 100 7.0 4 14.5 8.2 9.3 na 25.0 0.25 100 7.0 2 16.0 17.1 na 6 16.0 8 18.93 na 34.81 0.25 100 7.0 5 16.0 22.86 na 7 16.0 8 15.72 na 31.72 0.25 100 7.0 9 8.0 8.2 11.0 na 27.19 0.25 100 7.0 10 14.5 8.2 11.17 na 27.41 0.25 100 7.0 8 16.0 20.36 na 11 16.0 8 22.64 na 38.07 0.25 100 7.0 12 16.0 27.28 na 13 16.0 32.03 na MECT 13.5 67.42 na BOR 0.5 74.08 na 100.0 UG1 -4.0 76.09 na UG2 -4.0 76.32 na UG3 -4.0 88.38 na TEST 16.0 79.78 na 400.0 The maximum velocity is 22.7 and it occurs in the pipe between nodes 13 and MECT Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 4 AIR PRODUCTS-AIR SCRUBBER UNIT Date 010909 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C0 or Ftng's Pe Pv ******* Notes Point at Pf/Ft Eqv. Ln. Total Pt Pn *P6 1 27.96 1.049 3E 6.0 9.200 12.212 K Factor = 8.00 to 120.0 iT 5.0 11.000 0.0 2 27.96 0.2418 0.0 20.200 4.884 Vel = 10.38 0.0 27.96 17.096 K Factor,= 6.76 3 25.28 1.049 iT 5.0 8.000 9.501 K Factor = 8.20 to 120.0 0.0 5.000 -2.815 4 25.28 0.2007 0.0 13.000 2.609 Vel = 9.38 4 25.00 1.049 1 E 2.0 4.800 9.295 K Factor = 8.20 to 120.0 iT 5.0 7.000 -0.650 2 50.28 0.7162 0.0 11.800 8.451 Vel= 18.67 2 27.95 1.38 iT 6.0 7.500 17.096 to 120.0 0.0 6.000 0.0 5 78.23 0.4267 0.0 13.500 5.761 Vel = 16.78 0.0 78.23 22.857 K Factor = 16.36 6 34.81 1.049 2E 4.0 1.830 18.929 K Factor = 8.00 to 120.0 iT 5.0 9.000 0.0 5 34.81 0.3627 0.0 10.830 3.928 Vel = 12.92 5 78.23 1.61 1E 4.0 11.040 22.857 to 120.0 iT 8.0 12.000 0.0 13 113.04 0.3980 0.0 23.040 9.170 Vel = 17.81 0.0 113.04 32.027 K Factor = 19.97 *Pi8 7 31.72 1.049 3E 6.0 9.200 15.722 K Factor = 8.00 to 120.0 0.0 6.000 0.0 8 31.72 0.3055 0.0 15.200 4.643 Vel = 11.78 0.0 31.72 20.365 K Factor = 7.03 9 27.19 1.049 iT 5.0 8.000 10.999 K Factor = 8.20 to 120.0 0.0 5.000 -2.815 10 27.19 0.2297 0.0 13.000 2.986 Vet = 10.09 10 27.41 1.049 1E 2.0 4.800 11.170 K Factor = 8.20 to 120.0 iT 5.0 7.000 -0.650 8 54.6 0.8343 0.0 11.800 9.845 Vet = 20.27 8 31.72 1.38 iT 6.0 7.500 20.365 to 120.0 0.0 6.000 0.0 12 86.32 0.5120 0.0 13.500 6.912 Vel = 18.52 0.0 86.32 27.277 K Factor = 16.53 ii 38.07 1.049 2E 4.0 1.830 22.641 K Factor = 8.00 to 120.0 iT 5.0 9.000 0.0 12 38.07 0.4281 0.0 10.830 4.636 Vel = 14.13 12 86.32 1.61 iT 8.0 2.000 27.277 to 120.0 0.0 8.000 0.0 13 124.39 0.4750 0.0 10.000 4.750 Vet = 19.60 Computer Programs by Hydratec Inc. RoUte 111 Windham N.H. USA 03087 'Final Calculations - Hazen-Williams SCHMIDT FIRE PROTECTION Page 5 AIR PRODUCTS-AIR SCRUBBER UNIT Date 010909 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Ce or Ftng's Pe Pv ******* Notes Point Qt Pt/Ft Eqv. Ln. Total Pt Pn 0.0 124.39 32.027 K Factor = 21.98 *P21 13 237.42 2.067 5E 25.0 31.750 32.027 to 120.0 lB 6.0 42.000 1.083 MECT 237.42 0.4652 is 11.0 73.750 34.311 Vel = 22.70 MECT 0.0 7.981 1A 29.0 13.000 67.421 to 120.0 lFsp 0.0 33.000 6.630 * Fixed loss = 1 BOR 237.42 0.0007 1G 4.0 46.000 0.030 Vet = 1.52 BOA 100.00 8.27 2L 41.12 31.000 74.081 Oa = 100 to 140.0 0.0 41.120 1.949 UG1 337.42 0.0008 0.0 72.120 0.056 Vel = 2.02 UG1 0.0 7.98 4L 78.528 205.000 76.086 to 150.0 0.0 78.527 0.0 UG2 337.42 0.0008 0.0 283.527 0.233 Vel = 2.16 UG2 0.0 8.27 3L 61.681 12.000 76.319 to 140.0 0.0 61.681 12.000 * Fixed loss = 12 UG3 337.42 0.0008 0.0 73.681 0.057 Vel = 2.02 UG3 0.0 7.98 1G 6.041 20.000 88.376 to 150.0 iT 52.855 58.895 -8.662 TEST 337.42 0.0008 0.0 78.895 0.065 Vel = 2.16 400.00 Oa = 400.00 737.42 79.779 K Factor = 82.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Carlsbad Municipal Water District Potable Water Discharge Event Report Date: Reason for Dh Type of Event: Dewatering Water Mains Note: Includes flow testing and fluthlng DwaterIng Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Initiel Estimated Discharge Flow: End Time... Pe-D*ch1oi'a'tFôn Residual:-48 jost4iochlorinatlon Residual: GAOI _______ (less than 0.1 mg/L) -%L 7t I pH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by:____________________________________________ Comments: Submitted by: Reviewd by (Name & Date)j & Flow Test Record Test Hydrant Location I? c1 P'-to&ttr W- -'F Hydrant ID No. _P Size Man t Static ............. ,cr Residual;........ Pressure Drop., .5t(PDI i).... K factor for PD! III - Flow Iydrants) Hydrant 1 location D(W o*sc4 .6P*.... Hydrant 2 location oi4kip)cdL_CA-+' _. Hydrant 3 location . •.. . .. Hydrant I Pitot_— PSI GPM: J.7'c Size of Oritice_________ Hydrant 2 Pitot g 'I PSI GPM:171 Size of Orifice 2. ti.. - Hydrant 3 Pitot PSI GPM Size of Orifice, - Total:______ (QI) Calculated test and flow data - 0 x P1)2 k = Q2 PDI*k Static- ........... ....... ... Desired Residual: ...... 20 Pressure Drop (PD 2).. K factor PD 2: - x divided by. -- equa1s_ GPM at 20 psi residual Q PD2k PD1k .Q2 Comments: Test conducted for: Conducted by: _C.tiut4 .€rt_Ftrc __o*Cc..t70,i C.t. Date:,4/D Time; 4 jO -. Flow Test Record Formulas GPM-Flow 2Y2" 4" PSI GPM PSJ__GPM .. PSI QM_SI. GPm 1 170 16 670 1 430 16 1720 2 240 17 690 2 610 17 1770 3 290 18 710 3 740 18 1820 4 340 19 730 4 860 19 1870 5 380 20 750 5 960 20 1920 6 410 22 790 6 :1050 22. 2020 7 440 24 820 7 :1140 24 2110 8 480 26 860 8 1220 26 2190 9 500 28 890 9 1290 28 2280 10 530 30 920 10 1360 30 2330 II 560 33 950 11 1430 32 2430 12 580 34 980 12 1490 34 2510 13 610 36 1010 13 1550 36 2580 14 630 '38 1040 14 1610 38 2650 15 650 40 1060 15 1660 40 2720 K Factor Formui PD K PD K PD - K PD K PD 1< - 1= 1.0 21= 5.18 41= 7.43 61= 9.21 81= 10.73 2= 1.45 22= 5.31 42= 7.53 62= 9.29 82= 10.80 3= 1.81 23= .5.44 43= 7.62 63= 9.37 83= 10.87 4= 2.11 24= 5.56 44= 7.72 64= 9.45 84= 10.94 5= 2.39 25= 5.69 45= 7.81 65= 9.53 85= 11.01 6= 2.63 26= 5.81 46= 7.91 66= 9.61 86= 11.08 7 2.86 27= 5.93 47= 8.00 67= 9.69 87= 11.15 8= 3.07 28= 6.05 48= 8.09 68= 88= 11.22 9= 3.28 29= 6.16 49= 8.18 69= 1.84 89= 11.29 10= 3.47 30= 6.28 50= 8.27 70= 9.92 90= 11.36 11 3.65 31= 6.39 51= 8.36 71= 9.99 91= 11.43 12= 3.83 32= 6,50 52= 8.44 72= 10.07 92= 11.49 13= 4.00 33= 6.61 53= 8.53 73= 10.14 93= 11.56 14= 4.16 34= 6.71 54 8.64 74= 0.22 94= 11.63 15= 4.32 35= 6.82 55= 8.71 75=. 10.29 95= 11.69 16= 4.48 36= 6.93 56= 8.79 76= 10.37 96= 11,76 17= 4.72 37= 7.03 57= 8.88 77= 10.44 97= 11.83 18= 4.76 38= 7.13 58= 8.96 78= 1'0.51 98= 11.89 19= 4.90 39= 7.23 59= 9.04 79= 10.59 99= 11.96 20= 5.04 40= 7.33 60 9.12 On 10.66 100= 12.02 *PD = Pressure drop K = K factor Flow Test Record Test Hydrant Location \ Hydrant ID No. Size Main kb Icr Static ............ ..._________ Residual, ......... _ Pressure Drop.. - b. (P1)1 1)..... K factor for PDI 1 '.' .Lt Flow Hydrant(s) Hydrant I location Hydrant 2 location t.c Hydrant 3 location - Hydrant I Pitot _______PSI GPM 12. fie Size of Orifice_t _- Hydrant 2 Pt tot PSI GPM: - Size of Orifice Hydrant3 Pitot___ PSI GPM; - Size of Orifice.__________ Total:__________ (Qi) Calculated test and flow data - 0_x PD2k Q2 PDI*k StaticS.................... Desired Residual.......20 Pressure Drop (PD 2).. - _________________________________K factor PD 2: ______ x ___divided by equals_GPM at 20 psi residual Qi PD2k PD1k .Q2 Comments: -- Test conducted for: Conducted by: tc Date: c4%*4,z Time: 10'. 0 c Flow Test Record Test Hydrant Location- \(DC 'cSJ.c?b Hydrant ID No. Size Main. Aor— Static Residual.......... Pressure Drop... (PDI 1).....K factor for PDI 1 - Flow Rydrant(s) Hydrant I location . Hydrant 2 location . Hydrant 3 location . . -. Hydrant I Pitot _PSI (3PM:j_... Size of Oritice....k~ Hydrant 2 Pitot PS! GPM:_ - Size of Orifice__________ Hydrant 3 Pitot 'PSI GPM:- -. Size of Orifice,_ Total:___________ (Q) Calculated test and flow data -. 0.x.RD2 k = Q2 FDT*k Static:... - .................. Desired Residual.......20 Pressure Drop PD 2).. . K factor PD 2: x -. - divided by equals GPM at 20 psi residual Qi PD2k PD 1k .Q2 Comments: Test conducted for: Conducted by: O'.. Date: Time: Carlsbad Municipal Water District Potable Water Discharge Event Report ;; Q - Reason Reason for Discharge Event: Type of Event: Dewatering Water Maine Note: Includes flow tasting end flushing Dewatering Reservoir* Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials.. Do not remove native vegetation. Erosion control, I.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. initial Estimated Discharge Flow: Start Time End Time L Pre-Dechiorinatlon Residual: PosDechlorinatIon Residual: (less than 0.1 mglL) pH within limits of 6.0 and 9.0 .7 Upon completion of dewatering, ensure that the flow path Is free of all temporary erosion prevention materials. Upon completIon of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by; Comments: Submitted by Reviewd by & Carlsbad Municipal Water District Potable Water Discharge Event Report Date: Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Initial Estimated Discharge Flow: Start Time _________________ End Time Pro-Dechlorination Residual: .Aost-Dechlorinatlon Residual: U (less than 0.1 mg/L) pH within limits of $0 and 9.0 Location: Reason for Discharge -I Type of Event Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Reservohs Unscheduled Water Discharge Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared Water Sampling Performed by: Comments: Submitted by: RevIWd (Name & Date)- Flow Test Record Formulas GPM-Flow 2W' 4" PSI PM PSI_ GPM PSI 9PM_PSI GIPM 1 170 16 670 1 430 16 1720 2 240 17 690 2 610 17 1770 3 290 18 710 3 740 18 1820 4 340 19 730 4 860 19 1870 5 380 20 750 5 960 20 1920 6 410 22 790 6 1050 22 2020 7 440 24 820 7 1140 24 2110 8 480 26 860 8 1220 26 2190 9 500 28 890 9 1290 28 2280 10 530 30 920 10 1360 30 2330 it 560 33 950 11 1430 32 2430 12 580 34 980 12 1490 34 25J0 13 610 36 1010 13 1550 36 2580 14 630 38 1040 14 1610 38 2650 15 650 40 1060 15 1660 40 2720 K Factor Formula PD K PD __K PD - K PD K PD K 1= 1.0 21= 5.18 41= 7.43 61= 9.21 81= 10.73 2= 1.45 22= 5.31 42= 7.53 62= 9.29 82= 10.80 3= 1.81 23= 5.44 43= 7.62 63= 9.37 83= 10.87 4= 2.11 24= 5.56 44= 7.72 64= 9.45 84= 10.94 5- 2.39 25= 5.69 45= 7.81 65= 9.53 85= 11.01 6= 2.63 26= 5.81 46= 7.91 66= .9.61 86= 11.08 7= 2.86 27= 5.93 47= 8.00 67= 9.69 87= 11.15 8= 3.07 28= 6.05 48= 8.09 68= 9.76 88= 11.22 9= 3.28 29= 6.16 49= 8.18 69= 9.84 89= 11.29 10= 3.47 30= 6.28 50= 8.27 70= 9.92 90= '11.36 11= 3.65 31= 6.39 51= 8.36 71= 9.99 91= 11.43 12= 3.83 .32= 6,50 52= 8.44 72= 10.07 92= 11.49 13= 4.00 33= 6.61 53= 8.53 73= 10.14 93= 11.56 14= 4.16 34= 6.71 54= 8.64 74= 10.22 94= 11.63 15= 4.32 35= 6.82 55= 8.71 75= 10.29 95= 11.69 16= 4.48 36= 6.93 56= 8.79 76= .10.37 96= 11.76 17= 4.72 37= 7.03 57= 8.88 77= 10.44 97= 11.83 18= 4.76 38= 7.13 58= 8.96 78= 10.51 98= 11.89 19= 4.90 39= 7.23 59=. 9.04 79= 10.59 99= 11.96 7.0= 5.04 40= 7.33 60= 9.12 80= 10.66 100= 12.02 *PD = Pressure drop K = K factor -® Bulletin 131 Rev. I Model GFR Model GFR Recessed Quick Response Sprinklers UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Product Description Reliable Models GFR and GFR Recessed Sprinklers are Quick Response fusible solder type automatic sprinklers. These sprinklers have demonstrated response times in laboratory tests which are five times faster than standard response sprinklers. This quick response enables the Models GFR and GFR Recessed Sprinklers to apply water to a fire much faster than standard response sprinklers of the same temperature rating. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, de- flector style and sprinkler spacing are in accordance with the latest published standards of the National Fire Protec- tion Association or the approving Authority Having Juris- diction. Quick response sprinklers are intended for standard area coverage and standard water densities as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed. Model GFR Sprinkler Types Standard Upright Standard Pendent Horizontal Sidewall HSW1 Deflector Intermediate Level Upright Intermediate Level Pendent Conventional Model GFR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall HSW1 Deflector Approvals Underwriters Laboratories, Inc. (UL) Underwriters' Laboratories of Canada (ULC) NYC BS&A No. 587-75-SA MIL-S-901C and MIL-STD-167-1 NYC MEA 258-93-E Upright Pendent Intermediate Intermediate Small Orifice Upright Level Pendent Level Upright Conventional Horizontal Sidewall Recessed Recessed Pendent HSW 1 Deflector Horizontal Sidewall HSW 1 Deflector The Reliable Automatic Sprinkler Co., Inc. 525 North MacOuesten Parkway, Mount Vernon, New '?ork 10552 3-7116" 187.3mm) 2-7/B" (73.0mm) Sprinkler Assembly Sprinklerp Assemb , Model GFR Quick Response Upright, Pendent & Conventional Sprinklers Upright Pendent Conventional Small Orifice Upright Installation Wrench: Model D Sprinkler Wrench Installation Data Sprinkler Type Nominal K Factor Sprinkler Height Approvals Sprinkler Identification Number (SIN) US Metric SSU SSP Standard-Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position 5.6 4.2 2.8 4.2 18.01 (11mm) 80 60 40 60 115 2%(73mm) 2%" (73mm) 2%" (73mm) 73mm 2%' (75mm) 1,2,3,6,7 1,2,3,7 1,2,3,7 1,2,3,7 R3125 83115 W (15mm) Standard Orifice with Y2" NPT (R½)Thread 3ç (11mm) Small Orifice with ½' NPT (R½) Thread 3/ (10mm) Small Orifice with ½' NPT (R½) Thread (10mm) 10mm Orifice XLH with R% Thread '%' (20mm) Large Orifice with 34' NPT (R34) Thread R3123 R3113 R3121 R3111 R3124 R3114 R3127 (R3117 Conventional-Install in Upright or Pendent Position 4.2 5.6 60 80 73mm 73mm R3174 R3175 10mm Orifice XLH with R% Thread 15mm Standard Orifice with ½" NPT (R½) Thread Model GFR Quick Response Upright & Pendent Intermediate Level Sorinklers 4-1/2" Die. (114.3mm) Lockn.t to lIIie,, Spring be Usembled lflSIe 4-1/2" Di.. (I 74.3mm) — To Be Assembled At Instollotion "0' Ring— I Shield S IJIlN7U-B l.3IINTP-B Upright Installation Wrench: Model D Sprinkler Wrench Installation Data Pendent Sprinkler Type Nominal K Factor Sprinkler Height Approvals Sprinkler Identification' Number (SIN) US Metric SSU I SSP Standard Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position 5,6 80 2'.' (73mm) 2%" (75mm) 1,2,3,7 1,2,3,7 - R3195 R3115 ½' (15mm) Standard Orifice with W NPT (R½) Thread I R3197 R3117 8.0 115 (20mm) Large Orifice with 3A NPT (R34) Thread '% NOTE—The protective shield must be assembled in the field per the assembly drawings. 2. Sprinkler Type Nominal K Factor Sprinkler Height Approval&2' Sprinkler Identification Number (SIN) US Metric 1N(15n) Standard Orifice 5.6 80 2% (73mm) 1.2,3.7 R3115 wfth W NPT() Thread 5<6'(llmm) Small Orifice with 4.2 60 2Y8' (73mm) 1.2,3.7 R3113 w NPT ()Thread %(lomm) Small Orifice with 2.8 40 2/ (73mm) 1,2,3,7 R3111 ½' NPT (R½) Thread l0mm Orifice XLH with RX 4.2 60 (73mm) - R3174 Thread 1y3.' (20mm) Large Orifice 8.0 115 21 (75mm) 1,2,3,7 R3117 with 3/4 NPT (1334) Thread "IRefer to escutcheon data table for specific escutcheon approvals and dimensions. _ V II(I I/....... Model GFR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW1 Installation Wrench: Model 0 Sprinkler Wrench Installation Data Nominal Nominal K Factor Sprinkler Approval Organization and Type of Approval Sprinkler Ident. Number I Light Ordinary Orifice Thread Size US I Metric Height Hazard Hazard (SIN) W(l5mm) ½'NPT(R½) 5.6 J 80 3c'(84mm) 12,3.7 1,2,3,7 R3135 X(11 mm) ½ NPT (R'k) 4.2 I 60 3 6'(84mm) 1,2,3,7 - R3133 %'(lomm) W NPT (R½) 2.8 I 41 3%e(84mm) 1,2,3,7 - R3131 1(20rn!n) % 3NPT(R½) 82J 119 3'(84mm) 1.2,3,7 - R3.137 Hi Model GFR Quick Response Recessed Pendent Sprinklers Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data Model GFR Quick Response Recessed Horizontal Sidewall Sprinklers Deflector: HSW1 Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data Nominal Thread Size Nominal K Factor . Sprinkler Approval Organization" Sprinkler Type of Approval Identification Light I Ordinary Number Orifice NPT US Metric Height Hazard I Hazard (SIN) ½'(lsmm) W(R½) 5.6 81.0 3'(84mm) 1,2,3,7 1.2.3.7 R3135 mm) ½'(R½) 4.2 61.0 3Y16'(84mm) 1,2,3,7 - R3133 Ys' (lomm) ½'(R½) 2.8 40.6 346'(84mm) 1,2.3.7 - R3131 1%2'(20mm) W(R½) 8.0 118.2 36'(84mm) 1,2,3,7 - R3137 '"Refer to escutcheon data table for specific escutcheon approvals and dimensions. 3. i --Thfl_Li ~c Model GFR & GFR Recessed Quick Response Sprinklers Installation Quick response sprinklers are intended for standard area coverage and standard water densities as specified in NFPA-13. Quick response sprinklers and standard re- sponse sprinklers should not be intermixed. The Model GFR Recessed Quick Response Sprinkler is to be installed as shown. The Model Fl or F2 Escutcheons il- lustrated are the only recessed escutcheons to be used with the Model GFR Pendent or Horizontal Sidewall Sprin- klers. The use of any other recessed escutcheon will void all approvals as a quick response sprinkler and negate all warranties. When installing Model GFR Sprinklers, use the Model D Sprinkler Wrench and when installing Model GFR Re- cessed Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may cause sprinkler damage. Maintenance The Models GFR and GFR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean the sprinklers with soap and water, ammonia or any other cleaning fluids. Re- move any dust using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in anyway. A stock of spare sprinklers should be maintained to allow quick replace- ment of damaged or operated sprinklers. Prior to installa- tion, sprinklers should be maintained in the original cartons and packaging until used. This minimizes the potential for damage resulting in improper operation or non-operation. Finishe&"121 Standard Finishes Sprinkler Escutcheon Bronze Chrome Plated Brass Chrome Plated Special Application Finishes Sprinkler Escutcheon Bright Brass Black Plated Satin Chrome Bright Brass Chrome Plated Satin Chrome Other finishes and colors are available, consult factory for details ta All sprinklers have black painted solder links Temperature Ratings Classification Sprinkler Rating Maximum Ambient Temperature OF 'C OF 'C Ordinary 165 74 100 38 Intermediate 212 100 150 66 Escutcheon Data Escutcheon Face of Fitting Model Approvals Adjustment To Ceiling or Wall Dimension Fl 1,2.3 1,2,3, " (19mm) (13mm) ,'ç' 3/"' - '(mm4mm) F2 mm-18mm) Ordering Information: Specify Sprinkler model Sprinkler type Orifice size Temperature rating Sprinkler finish Escutcheon type Escutcheon finish (where applicable) Note: When Recessed Model GFR/F1 or F2 are ordered, sprinkler and escutcheon are packaged separately. Sprinkler Types Standard Upright Standard Pendent Sidewall - Horizontal HSW1 Deflector Conventional Recessed - Pendent - Horizontal Sidewall HSW 1 Deflector Intermediate Level - Upright - Pendent The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting tile and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States. Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled ReIia (800) 431-1588 Sales Offices Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data bid (914) 668-3470 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 7/05 P/N9999970024 Assemblies Sizes: 21/20 - 1O(6525Ornm)r)' jz - '- ."..-. , -/' - :' •. - , ,•. --. Reduced 4 Series 50!(:3iY ES-A-5000CIV A A M E FIRE 8, WATER WORKS Series 5000ClV Reduced Pressure Detector Assemblies are used in health hazard applications and are designed exclusively for use in accordance with water utility authority containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water line. The Series 5000C1V is ideal for fire protection systems to detect leaks or unauthorized use of water. Modular check design concept facilitates maintenance and assembly access. All sizes are standardly equipped with AWWA epoxy coated, UL/FM listed OSY resilient seated gate valves, CFM (cubic feet per minute) or GPM (gallon per minute) meter and ball type test cocks. A pressure differential relief valve is located in a zone between the check valves. Specifications A Reduced Pressure Detector Assembly shall be installed on fire protection systems when connected to a public water supply. Degree of hazard present is determined by the local authority having jurisdiction. The unit shall be a complete assembly including UL listed OSY shutoff valves with FM approval. Including an auxiliary line consisting of an approved backflow preventer and water meter. The assembly shall meet the requirements of AWWA C511-92; UL Classified File No. EX3185; CSA B64 and USC Manual 8th. Edition. Assembly shall be an Ames Company Series 5000ClV. Features Body construction fused epoxy coated cast iron Replaceable bronze seats Maximum flow at low pressure drop Compact for economy combined with performance Design simplicity for easy maintenance Furnished with a CFM or GPM %' x 3/4" (16 x 19mm) recordall meter Model 25, bronze No special tools required Job Name Contractor Job Location Approval Engineer Contractor's RO. No. Approval Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames TechnicaJ Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products pre- viously or subsequently said. www.amesfirewater.com I Materials Epoxy coated cast iron body, bronze seat and disc holder; stainless steel trim and durable, tight-seating rubber check valve discs. All sizes furnished with bronze body ball valve test cocks. Furnished with outside stem and yoke (OSY) gate valves UL/FM listed. Series 5000CIV bypass line unit consists of an approved Reduced Pressure Zone Assembly and CFM or GPM % x 3/4 (16 x 19mm) water meter. Available Models Suffix: LG - less gates OSY - UL/FM outside stem and yoke resilient seated gate valves 3/4° Bypass Line Meter: CFM - cubic feet per minute meter GPM - gallons per minute meter LM - less meter Pressure - Temperature Terperature Range: 33°F - 140°F (5°C - 60°C) Maximum Working Pressure: 175p5i (12.06 bar) Standards AWWA C511-92; GSA 864 USC Manual for Gross-connection Control, 8th Edition Approvals C"O' us <Ap§~>d 1047 IMPORTANT' INQUIRE WITH GOVERMNGAU7HORI71ES FOR LOCAL INS TALLA71ON REQUIREMENTS NOTE: Piping for 3 50000IV will start from #1 gate valve and connect at #2 check valve. Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary. Dimensions - Weight Ei------- J -------- -- -------- --F -------------- L(5000CIVLG)._____________ -----A (5000ClV0SY) - ----------------- SIZE (DN)__________ DIMENSIONS WEIGHT in. mm in. A mm C(OSY} in. mm In. 0 mm in. Dl mm E, El ft mm F, F1 in. mm 6 in. mm in. L mm in. R mm I in. mm Ti in. mm lbs. kg& 2½ 65 42½ 1070 16% 416 5% 133 4¼ 114 12 305 8 203 7 178 26½ 664 14 356 9 229 7% 194 230 104 3 80 421h 1070 18% 479 5% 133 41/4 114 12 305 8 203 7 178 26'/8 664 14 356 9 229. 7% 194 230 104 4 100 55½ 1400 223/4 578 6 152 574 149 17 432 9 229 1 9Y2 241 37 940 15 381 13% 346 11% 299 470 213 6 150 651h 1664 301A 765 6 152 6 152 203/4 527 10½ 267 14½ 368 F44½ 1130 1 16 406 1 13/8 346 1 11/4 299 1 798 362 8 200 781h 1994 373/4 959 9/ 248 85h 219 26 660 11½ 292 5% 1403 17 432 18½ 470 16% 416 1456 660 10 250 93% 2378 45% 1162 93/4 2488% 219 32 813 13 330 1~54 27½ 1715 1 18 457 1 181h 470 1 163A 416 1 2230 1012 Capacity As compiled from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. - *Typical maximum flow rate (7.5 feet/sec.) (including shutoffs) 2½" (65mm) kPa psi * 207 30 ,172 25 138 20 LD 103 15 H 69 10 35 5 a.00 0 20 40 60 80 100 120 140 160 180 200 220 240 gpm AP 0 76 152 228 304 380 456 532 608 684 760 836 912 1pm 6 7.5 10 15 fps 1.8 2.3 3.0 4.6 mps Flow Rate 3" (80mm) kPa psi * ri---. .______ 1bUI • .______ 0 30 60 90 120 150 180 210 240 270 300 330 360 gpm AP 0 114 228 342 456 570 684 798 912 1026 1140 125413681pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Rate 4" (100mm) kPa psi * 207 30 172 25 138 20 -J 103 15 69 10 35 5 a. 00 0 50 100 150 200 250 300 350 400 450 500 550 600 gpm AP 0 190 380 50 760 950 1140 1330 1520 1710 1900 30602280 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Rate 6" (150mm) kPa psi 207 30 ,172 25 138 20 OLD HW H H F 103 15 20 69 10 35 5 a.00 0 200 400 600 800 1000 1200 1400 1600 gpm P 0 700 1520 2280 3040 3800 4560 5320 6080 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Rate 8" (200mm) 10" (250mm) kPa psi 207 30 172 25 138 20 3103 15 69 10 35 5 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 gpm AP 0 760 1520 2280 3040 3800 4560 5320 6080 6840 7600 1pm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Flow Rate kPa psi 207 30 172 25 138 20 -103 15 69 10 O 5 IL 0 0 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 gpm AP 0 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 10450 11400 1pm 6 7.5 10 fps 1.8 2.3 3.0 mps Flow Rate