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2810 WHIPTAIL LOOP; ; FPC2017-0338; Permit
kJi 1 Iil1 1']4I (City of Carlsbad Print Date: 04/20/2022 Job Address: 2810 WHIPTAIL LOOP E, CARLSBAD, CA 92010-6708 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091202500 Track #: Valuation: $4,072,895.52 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2017-0338 Status: Closed - Finaled Fire Sprinklers Applied: 11/15/2017 Issued: 01/31/2018 DEV2016-0023 Finaled Close Out: 04/20/2022 Inspector: Final Inspection: Project Title: PACIFIC VISTA COMMERCE CENTER Description: PLAN REVISION UNDGD CALCS PACIFIC VISTA - BLDG 'A1 - SPRINKLER NFPA 13>100/2 SYSTEMS SYSTEM #1 -383 HEADS // SYSTEM #2 - 337 Applicant: FPContractor: WESTERN FIRE PROTECTION INC WESTERN FIRE PROTECTION INC MARIO MACK 13630 DANIELSON ST 13630 DANIELSON ST P0 WAY, CA 92064-6830 POWAY, CA 92064-6830 (858) 513-4949 (858) 513-4949 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $204.00 Total Fees: $1,266.00 Total Payments To Date: $1,266.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov 61" eli 13630 DANIELSON ST. FOWAY, GA. 92064A 95241 PH. (858)513-4949 Fx. (858)513-1322 FIRE SPRINKLER SYSTEM HYDRAULIC CALCULATIONS & MATERIAL SUBMITTAL PACIFIC VISTA COMMERCE CENTER BUILDING "A" WHIPTAIL LOOP CARLSBAD, CA 0 o Lo 0 NN ,-' - co (D a N. O) 0' — 14,40 N I-(i)üDN- 0 C ,1 I.L. CO Oa2o C) z LL N I'•_._01iJc ,.zcrco (0 o ~>Z Q ociw N - LU 0 I I I I I HYDRAULIC CALCULATIONS I I I I ' I CLASSIFICATION Lu C-16 .- LICENSED NO. OF CALV~ 588 I I I I I I I I U Hydraulic Calculations for Project Name: PACIFIC VISTA COMMERCE CENTER Location: 2790 WHIPTAIL LOOP W., CARLSBAD, CA 92008, BUILDING A Drawing Name: BLDG-A PVCC-FP3-5-PIPING 8 INCH UNDERGROUND Design Remote Area Number: AREA #2 Remote Area Location: SYSTEM #1 Occupancy Classification: Ordinary Group II Commodity Classification: SPEC SHELL Density: 0.200gpm/ft2 Area of Application: 2500.00ft2 (Actual 2588.01ft2) Coverage per Sprinkler: 111.46ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 24 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1000 Type: I I I I I I I Calculation Date: 10/4/2018 Allowance at Source I Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 823.07 @76.106 Type of System: WET I Volume of Dry or PreAction System: N/A Water Supply Information: for Node: 1000 Date: 03.01.17 I Location: WHIPTAIL LOOP BETWEEN CAZELLE & CARIBOU Source: CARLSBAD FIRE DEPARTMENT Name of Contractor: WESTERN FIRE PROTECTION, INC. Address: 13630 DANIELSON ST., POWAY, CA. 92064 Phone Number: 858.5153.4949 Name of designer: R. HOEKSTRA Authority Having Jurisdiction: CARLSBAD FIRE DISTRICT Notes Automatic peaking results Left: 74.789 Right: N/A I I I I I 1M.E.P.CAD, Inc. '41 AutoSPRINK 2018 v14.2.9.0 AREA#2 10/4/2018 1:43:12PM Page 1 I I 1 I I IHydrau1ic Summary Job Number: 17-0902PVCC - BLDG-A Icu,c,s,f (e1....,,, II dADA 405 10/4/2018 1:44:28PM Page 1 , © M.E.P.CAD, Inc. ifl AutoSPRINK 2018 04.2.9.0 Job Jab Number 17-0902 Circuit Dosoipion R. HOEKSTRA Job home: PACIFIC VISTA COMMERCE CENTER Stale Cemrttrcdtjctmig.icansa Number C-16 588039 Add,esel 2790 WHIPTAIL LOOP W. Rite CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Part Description BUILDING A Address 3 BUILDING A Drawing Name BLDG-A_PVCC-FP3-5-PIPING 8 INCH UNDERGROUND System Remote Area(s) Most Demanding Sprinkler Data 8 K-Factor 22.29 at 7.764 000opottcy Ordinary Group II Job Suffix PVCC - BLDG-A Hose Odlowonco At Source 250.00 Density 0.200gpm/ft2 Area efAppiicolieo 2500.00ft° (Actual 2588.01ft2) Additional Rosa Supplies Part Number Flow(p Number Of Sprinklers, Calculated 04 lii Aff2pm) Coverage Per Sptlnkler AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 74.789 Total Hose Streams 250.00 System Flow Demand 573.07 Total Water Required (Including Hose Allowance) 823.07 Maximum Preesuro Unbalance In Loops 0.000 Maetrnunc Velocity Above Ground 21.29 between nodes 31 and 32 Maximum Velocity tinder Ground 2.59 between nodes 5 and 6 Volume capacity of Wet Pipes 21400. 36ga1 Volume capacity of Sty Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow © (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1000 Water Supply 250.00 141.000 108.000 I 8000.00 140.509 823.07 76.106 64.403 Contractor Contractor Number WFP INC. Contact Name Contact 11110 DESIGN MANAGER Nome of Contractor: WESTERN FIRE PROTECTION, INC. Phone 858.5153.4949 Extension Address I 13630 DANIELSON ST. FAX 858.513.1322 Address POWAY, CA. 92064 E.nraii Address 3 Web.Sile I 1 I I I I I I I I I I I I I I I I Job Number: 17-0902PVCC -BLDG-A Pr,,rt fl cr',inth,n (rdinn, (n ,n II (tPA 10 \ I RlSummary Of Outfiowing Devices I 10/4/2018 1:43:14PM Page 3 , © M.E.P.CAD, Inc. ifil AutoSPRINK 2018 v14.2.9.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 3001 22.39 22.29 8 7.831 Sprinkler 3002 22.30 22.29 8 7.770 C> Sprinkler 3003 22.29 22.29 8 7.764 Sprinkler 3004 22.38 22.29 8 7.828 Sprinkler 3005 22.79 22.29 8 8.116 Sprinkler 3006 23.69 22.29 8 8.771 Sprinkler 3007 25.24 22.29 8 9.957 Sprinkler 3008 22.65 22.29 8 8.015 Sprinkler 3009 22.53 22.29 8 7.934 Sprinkler 3010 22.52 22.29 8 7.926 Sprinkler 3011 22.60 22.29 8 7.984 Sprinkler 3012 23.00 22.29 8 8.263 Sprinkler 3013 23.88 22.29 8 8.909 Sprinkler 3014 25.41 22.29 8 10.088 Sprinkler 3015 23.60 22.29 8 8.700 Sprinkler 3016 23.38 22.29 8 8.538 Sprinkler 3017 23.35 22.29 8 8.517 Sprinkler 3018 23.40 22.29 8 8.555 Sprinkler 3019 23.74 22.29 8 8.803 Sprinkler 3020 24.55 22.29 8 9.416 Sprinkler 3021 1 26.01 1 22.29 8 10.567 Sprinkler 3022 26.46 22.29 8 10.942 Sprinkler 3023 26.94 22.29 8 11.336 c Most Demanding Sprinkler Data I I I I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Supply Analysis art Numb Name Static (psi) Residual Flow (psi) © (gpm) Available Total Demand (psi) © (gpm) Required Pressure (psi) 1000 Water Supply 141.000 108.000 8000.00 140.509 823.07 76.106 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 45 13-0/ 11.072 46 1301/2 10.228 47 13-0h 10.001 58 -3-0 78.271 69 4-0 78.147 71 4-0 70.090 100 34-2 50.919 101 34-4 50.829 102 34-6 50.745 103 34-8 50.655 104 3491/ 50.577 105 3411h/2 50.490 106 35-2 50.398 107 3541/2 50.308 108 35-61/2 50.219 109 35-9 50.132 140 35-9 50.122 141 35-7 50.185 142 35-51/2 50.249 1&© M.E.P.CAD, Inc. 41AutoSPRINK 2018 04.2.9.0 10/4/2018 1:43:17PM Paqe4 I I 1 I I I I I 11 1 I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 143 3531/2 50.313 144 35.11/2 50.378 145 35-0 50.443 146 34-10 50.508 147 34'-8 50.574 148 34.61/2 50.640 149 3441/2 50.706 150 3421/2 50.773 200 34-2 50.638 201 34-4 50.595 202 3451/2 50.548 203 34-8 50.491 204 34.91/2 50.438 205 34-11% 50.374 206 35-2 50.302 207 35-4 50.228 208 35-6% 50.153 209 35-9 50.076 240 35-9 50.074 241 35-7 50.144 242 35-5% 50.213 243 35-3% 50.281 244 35-1% 50.349 ,© M.E.P.CAD, Inc. 41AAutoSPRINK 2018 04.2.9.0 10/4/2018 1:43:17PM Paqe 5 ii 1 I I I I I I I I I 1 I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 245 35'-0 50.417 246 34-10 50.484 247 34-8 50.551 248 346h/2 50.617 249 3441/2 50.684 250 3421/2 50.750 373 13-0% 13.991 3051 13-0% 9.775 3052 1301/2 9.701 3053 1301/2 9.694 3054 13-0% 9.771 3055 13-0% 10.119 3056 13-0% 10.908 3057 13-0% 12.334 3058 13-0% 9.997 3059 13-0% 9.899 3060 13-0% 9.889 3061 13-0% 9.959 3062 13-0% 10.296 3063 13-0% 11.074 3064 13-0% 12.492 3065 13-0% 10.822 3066 13-0% 10.627 ,© M.E.P.CAD, Inc. 4AutoSPRINK 2018 04.2.9.0 10/4/2018 1:43:17PM Paqe6 I I I I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3067 1301/2 10.601 3068 13-0Y2 10.647 3069 130h/2 10.946 3070 1301/2 11.683 3071 1301/2 13.068 3072 1301/2 13.519 3074 130h/2 15.074 1000 2-0 Supply 76.106 573.07 3001 13-6 Sprinkler 7.831 22.39 3002 13-6 Sprinkler 7.770 22.30 3003 13'-6 Sprinkler 7.764 22.29 3004 13-6 Sprinkler 7.828 22.38 3005 13-6 Sprinkler 8.116 22.79 3006 13-6 Sprinkler 8.771 23.69 3007 13'-6 Sprinkler 9.957 25.24 3008 13'-6 Sprinkler 8.015 22.65 3009 13-6 Sprinkler 7.934 22.53 3010 13-6 Sprinkler 7.926 22.52 3011 13-6 Sprinkler 7.984 22.60 3012 13-6 Sprinkler 8.263 23.00 3013 13-6 Sprinkler 8.909 23.88 3014 13-6 Sprinkler 10.088 25.41 3015 13-6 Sprinkler 8.700 23.60 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 10/4/2018 1:43:17PM Paqe 7 I I I [1 I I I I I I I LI I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 3016 13-6 Sprinkler 8.538 23.38 3017 13-6 Sprinkler 8.517 23.35 3018 13-6 Sprinkler 8.555 23.40 3019 13'-6 Sprinkler 8.803 23.74 3020 13-6 Sprinkler 9.416 24.55 3021 13-6 Sprinkler 10.567 26.01 3022 13-6 Sprinkler 10.942 26.46 3023 13-6 Sprinkler 11.336 26.94 3024 13-6 Sprinkler 12.239 27.99 2 4-0 78.270 3 4-0 78.269 4 4-0 68.096 5 4-0 68.073 6 4-0 67.948 7 0-9 66.152 8 4-0 78.201 9 1111/2 65.570 13 4-0 68.186 30 34-1% 51.070 31 35-3 40.107 32 13-0% 24.728 33 1301/2 22.501 34 13-0% 20.738 ,© M.E.P.CAD, Inc. lAutoSPRlNK 2018 04.2.9.0 10/4/2018 1:43:17PM Paqe8 I I I [1 I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 35 13-0% 19.641 36 13-0% 19.121 37 13'-O% 18.976 42 1301/2 14.895 43 1301/2 14.460 44 1301/2 13.008 I I ,© M.E.P.CAD, Inc. 41AutoSPRINK 2018 v14.2.9.0 10/4/2018 1:43:17PM Page 9 I I I I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 I I I I I I I I I I Date: 10/4/2018 Pipe Information Node I El v I e (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 3003 13'-6 8 22.29 1 (See Notes) 1-0% 120 7.764 Route ..... Sprinkler, T(5'-ll%), P0(5-11%) 11-101/2 0.133745 0.200 3053 130h/2 22.29 1.0870 12-11 1.730 3053 13-0% 1% 8-8% 120 9.694 0.008777 3054 13-0% 17.64 1.7400 8'-8% 0.076 3054 13-0% 22.38 11/2 881/2 120 9.771 Flow (q) from Route 3 0.039948 3055 13-0% 40.03 1.7400 8'-81/2 0.348 3055 13-0% 22.79 11/2 8-7 120 10.119 Flow (q) from Route 9 0.091963 3056 13-0% 62.82 1.7400 8-7 0.789 3056 13-0% 23.69 11/2 8-7 120 10.908 Flow (q) from Route 15 0.166244 - 3057 1301/2 86.51 1.7400 877--] 1.426 3057 13-0% 25.24 11/2 (See Notes) 13-2% 120 12.334 Flow (q) from Route 19 P0(11'-8) 11-8 0.266966 37 13-0% 111.75 1.7400 24-10% 6.642 37 13-0% 3 12'-6 120 18.976 0.011549 36 13-0% 111.75 3.3160 12-6 0.144 36 1301/2 111.63 3 12-6 120 19.121 Flow (q) from Route 5 0.041592 35 13-0% 223.39 3.3160 12-6 0.520 35 13-0% 111.12 3 12'-6 120 19.641 Flow (q) from Route 11 0.087783 34 13-0% 334.51 3.3160 12-6 1.097 34 13-0% 102.53 3 12-3 120 20.738 Flow (q) from Route 2 0.143953 33 13-0% 437.04 3.3160 12-3 1.763 33 13-0% 64.32 3 12-0 120 22.501 Flow (q) from Route 26 0.185584 32 13-0% 501.36 3.3160 12-0 2.227 AREA #2 10/4/2018 1:43:18PM Page 10 I I I I ,©M.E.P.CAD, Inc. A111 AutoSPRINK 2018 04.2.9.0 L. IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 I li Date: 10/4/2018 Pipe Information Node I El (Fo v 1 e ot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Po and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 32 13-0% 71.71 3 (See Notes) 62101/2 120 24.728 Flow (q) from Route 27 42-4 -9.624 31 35-3 573.07 3.3160 0.237657 3fE(7'-3%), 2E(10'-2%) 105-21/2 25.002 31 35-3 3 (See Notes) 88'9 120 40.107 P0(21-l1) 7741/2 0.460 100 34'-2 277.93 3.3160 0.062309 2fE(7'-3%), fT(19'-0), P0(211 '-1 166-2 10.353 100 34-2 295.14 6 (See Notes) 30 120 50.919 Flow (q) from Route 32 10-0 0.025 30 34-1 V2 573.07 6.3950 0.009703 fE(10'-0) 13-0 0.126 30 341l/2 8 (See 46-6 120 51.070 153-10% 13.940 Notes) 9 111/2 573.07 8.2490 0.002808 3fE(15'-3), f(-0.000), CV(52'-10 BV(14'-l), PO(41'-1V2) 199-4 0.560 9 1-11% 10 (See 6'8Y2 120 65.570 53-3 0.528 Notes) 7 0-9 573.07 10.4200 0.000900 2E(26'-7%) 59-11% 0.054 7 o'- 10 (See 21'-7% 150 66.152 190-1% 1.626 Notes) 6 -3'-0 573.07 9.7900 0.000807 E(29-8), 4LtE(21'-7), sCV(74'- 211-9 0.171 6 -3-0 io (See 70'0 150 67.948 64-41/2 -0.000 Notes) 5 -3-0 573.07 9.5100 0.000930 PIV(5'-10), T(58'-6%) 134-41/2 0.125 5 4-0 10 (See 11760 150 68.073 174-51/2 Notes) 4-0 66.14 9.5100 0.000017 5EE(12'-101/2), T(58'-61/2), 2E(2 5'-9) 1349-51/2 0.023 4 -3-0 10 (See 101 0 140 68.096 111-3% Notes) 3 -3-0 66.14 10.5200 0.000012 3E(37'-l), BFP(-10.171) 121-31/2 10.172 3 4-0 io (See 101 0 150 78.269 58-6% Notes) 2 4-0 66.14 9.5100 0.000017 T(58-6%) 68-6 % 0.001 2 4-0 12 (See 850 150 78.270 76'-7 Notes) 58 -3-0 66.14 11.3100 0.000007 GV(6'-11%), C(69'-7%) 161-7 0.001 ,©M.E.P.CAD, Inc. JII AutoSPRlNK 2018 v14.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 11 I I I i i IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information v El v1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting __________ Friction Elev(Pe) (q) Length) Fixed Pressure Losses, Elev 2 I Pf Total Flow Equiv. (Foot) Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 58 4-0 506.94 12 (See 5-0 150 J 78.271 Flow (q) from Route 25 J -2.168 Notes) 1000 2'-0 573.07 11.3100 0.000400 I Water Supply 5'O 1 0.002 250.00 76.106 Hose Allowance At Source 1000 823.07 Total(Pt) Route I 13-6 8 22.30 1 (See 101/2 120 7.770 ••••• Route 2••••• 3002 Sprinkler, 11-10% 0.200 Notes) 3052 1301/2 22.30 1.0870 0.133830 T(5-111/2), P0(5-11%) 12-11 1.731 3052 1301/2 4.65 11/2 (See 3111/2 120 9.701 Flow (q) from Route 28 Notes) 11'-8 47 13-0/ 26.95 1.7400 0.019216 P0(11-8) 16-8 0.301 47 13'0/ 22.39 2 12-6 120 10.001 Flow (q) from Route 4 46 13-0% 49.34 2.2150 0.018156 12-6 0.227 46 13-0% 28.31 + 22.65 2 12-6 120 10.228 Flow (q) from Route 6 and 8 45 13'-0/ 100.30 2.2150 0.067462 12'-6 0.843 s 1301/2 33.29 + 23.60 2 12-6 120 11.072 Flow (q) from Route 12 and ______________ 14 44 13-0% 157.18 2.2150 0.154890 12-6 1.936 44 13-0/ 11/2 (See 29-11% 120 13.008 P0(11-8) 11'-8 Notes) 3072 13-0% 21.14 1.7400 0.012268 41-8 0.511 3072 1301/z 26.46 11/z 8-7 120 13.519 Flow (q) from Route 22 373 13'-0/ 47.61 1.7400 0.055066 8-7 0.472 13-0% 26.94 1% 8-7 120 13.991 373 Flow (q) from Route 23 3074 13-0% 74.54 1.7400 0.126221 8-7 1.083 3074 13-0% 27.99 11/2 (See 13-2% 120 15.074 Flow (q) from Route 24 11'-8 Notes) 1301/2 102.53 1.7400 0.227642 P0(11-8) 24-10% 5.664 20.738 Total(Pt) Route 2 I &©M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 12 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Flow added Fittings & Length C Factor Total(Pt) Notes Node I Eleot) vi (Fo K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pf Friction Elev(Pe) (q) Length) Fixed Pressure Losses, I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ________________ when applicable, are added Total Node 2 (Foot) (Q) Actual ID Length (psi) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 01/2 120 3004 13-6 8 22.38 1 (See V-01/2 7 . 828 Route 3 ..... Sprinkler, Notes) ii'-1ov2 0.200 3054 13'-0'/2 22.38 1.0870 12-11 j 0.134755 T(6-111/2), PO(5'-111/2) 1.743 9.771 Total(Pt) Route 3 3001 13-6 8 22.39 1 (See 101/2 120 7.831 Route 4•"•• Sprinkler, Notes) 11101/2 0.200 3051 130l/2 22.39 1.0870 0.134805 T(6-111/2), P0(5-111/2) 12-11 1.744 3051 1301/z iv2 (See 4-11% 120 9.775 11-8 Notes) 47 1301/2 22.39 1.7400 0.013635 P0(11-8) 16-7% 0.227 10.001 Total(Pt) Route 4 3010 13'-6 8 22.52 1 (See 1'-o% 120 7.926 "" Route 5 ..... Sprinkler, Notes) 11-10% 0.200 3060 13-0% 22.52 1.0870 12-11 0.136320 T(5'-11%), P0(5-11%) 1.763 3060 13-0% 11/2 8-8% 120 9.889 0.007968 3061 13-0% 16.74 1.7400 8-8% 0.069 3061 13-0% 22.60 1% 8-8% 120 9.959 Flow (q)from Route 7 3062 13-0% 39.35 1.7400 0.038707 8-8% 0.337 3062 13-0% 23.00 V/ 8-7 120 10.296 Flow (q) from Route 10 3063 13-0% 62.35 1.7400 0.090691 8-7 0.778 3063 13-0% 23.88 1% 8'-7 120 11.074 Flow (q) from Route 17 3064 13-0% 86.22 1.7400 0.165230 8-7 1.418 12.492 3064 13-0% 25.41 1% (See 1321/2 120 Flow (q) from Route 20 Notes) 11-8 F36 1301/2 111.63 1.7400 0.266436 P0(11-8) 24-10% 6.629 19.121 Total(Pt) Route 5 3009 13-6 8 22.53 i (See 1'O% J 120 7.934 6 ..... Notes) .Route Sprinkler, 11'10% 0.200 3059 1301/2 22.53 1.0870 0.136446 T(5'-ll%), P0(5-11%) 12-11 1.765 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 13 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Elev Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (q) Length) I Equiv. (Foot) Pf Friction Elev(Pe) ________________ Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 3059 1301/2 5.78 1,c (See 311h/2 120 9.899 Flow (q) from Route 29 Notes) 11-8 46 130h/2 28.31 1.7400 15 -8 0.021054 P0(118) 0.329 10.228 Total(Pt) Route 6 3011 13-6 8 22.60 i (See 101/2 120 7.984 " Route "" Sprinkler, 11101/2 0.200 Notes) 3061 1301/2 22.60 1.0870 0.137236 T(6-111/2), P0(5-11%) 12-11 1.775 9.959 Total(Pt) Route 7 13'-6 8 22.65 1 (See 101/2 120 8.015 ..... Route 8 Sprinkler, 3008 Notes) 0.200 3058 1301/z 22.65 1.0870 0.137734 T(6-111/2), P0(5-11%)P0(5-11%) 12-11 1.782 3058 130h/2 11/2 (See 4'- 111/2 120 9.997 11-8 Notes) 46 1301/2 22.65 1.7400 0.013932 P0(11-8) 16-7% 0.232 10.228 Total(Pt) Route 8 3005 13'-6 8 22.79 1 (See 1-0% 120 8.116 ..... Route 9..... Sprinkler, 0.200 Notes) 11-101/2 3055 13-0% 22.79 1.0870 0.139344 T(5'-111/2), P0(5-11%) 12'-ll 1.803 10.119 Total(Pt) Route 9 13'-6 8 23.00 1 (See 101/2 120 8.263 Route 10 ..... Sprinkler, 1 0.200 3012 Notes) 3062 13-0% 23.00 1.0870 0.141677 T(5-11%),, P0(5-11%) 12-11 1.833 10.296 Total(Pt) Route 10 3017 13-6 8 23.35 1 (See 11-0% 120 8.517 ..... Notes) Sprinkler, 11-10% 0.200 3067 13-0% 23.35 1.0870 0.145691 T(5'-ll%), P0(5-11%) 12-11 1.885 3067 13-0% 8-8% 120 10.601 0.005301 .Routell 3068 13-0% 13.43 1.7400 8-8% 0.046 8-8% 120 10.647 3068 13-0% 23.40 1% Flow (q) from Route 13 3069 13-0% 36.83 1.7400 0.034255 8-8% 0.298 © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA #2 10/4/2018 1:43:18PM Page 14 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting ____________ Pf Friction Elev(Pe) (q) Length) Fixed Pressure Losses, I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ________________ when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 3069 1301/2 23.74 11/2 8-7 120 10.946 Flow (q) from Route 16 3070 13-0% 60.57 1.7400 0.085969 8-7 0.738 3070 130h/2 24.55 1% 8-7 120 11.683 Flow (q) from Route 18 3071 13-0% 85.12 1.7400 0.161327 8-7 1.384 13.068 3071 13O1/2 26.01 11/2 (See 13'2% 120 Flow (q) from Route 21 Notes) 11-8 35 13-0% 111.12 1.7400 0.264187 P0(11-8) 24-10% 6.573 19.641 Total(Pt) Route 11 3016 13'-6 8 23.38 1 (See 1-0% 120 8.538 12 ..... Notes) Sprinkler, . Route 11'-lO% 0.200 3066 1301/2 23.38 1.0870 0.146031 T(6-111/2), PO(5'-11%) 12-11 1.889 3066 13-0% 9.91 11/2 (See 111/2 120 10.627 Flow (q) from Route 30 11-8 Notes) 45 13-0% 33.29 1.7400 0.028407 P0(11-8) 15-8 0.444 11.072 Total(Pt) Route 12 8.555 Route 13 ..... 3018 13'-6 8 23.40 1 (See 1-0% 120 Sprinkler, 0.200 Notes) 11-10% 0.146297 3068 13-0% 23.40 1.0870 T(6-W/2),, P0(5-11%) 12-11 1.893 10.647 Total(Pt) Route 13 3015 13'-6 8 23.60 1 (See 1-01/2 120 8.700 Route I4..... Notes) Sprinkler, 11-10% 0.200 3065 13-0% 23.60 1.0870 0.148583 T(6-111/2), P0(5-11%) 12'-ll 1.922 3065 13-0% 11/2 (See 111/2 120 10.822 11-8 Notes) 13-0% 23.60 1.7400 0.015029 P0(11-8) s 16-7% 0.250 11.072 Total(Pt) Route 14 3006 13-6 8 23.69 1 (See I 1'o% 120 8.771 . Route 15 ..... Sprinkler, 0.200 Notes) 11-10% 0.149714 3056 13-0% 23.69 1.0870 T(5-111/2),, P0(5-11%) 12-11 1.937 10.908 Total(Pt) Route 15 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 15 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pf Friction Elev(Pe) (q) Length) Fixed Pressure Losses, I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit when applicable, are added Total _________________ Friction(Pt) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) I 3019 13'-6 8 23.74 1 (See 0% 120 1': 8.803 " _Route 16 ..... Notes) Sprinkler, 11-10% 0.200 3069 13-0% 23.74 1.0870 0.150212 T(5'-1 11/2), PO(5'-111/4 12-11 1.943 10.946 Total(Pt) Route 16 3013 13-6 8 23.88 1 (See 1'-01/2 J 120 8.909 Route 17•"•. Sprinkler, I Notes) 0.200 13-0% 23.88 1.0870 0.151892 T(5'-11%), P0(5-111/2) 3063 12-11 1.965 11.074 Total(Pt) Route 17 9.416 " Route 18 ..... 3020 13-6 8 24.55 1 (See 1'-01/2 120 Notes) Sprinkler, 11'- 101/2 0.200 0.159860 3070 1301/2 24.55 1.0870 1(5-111/2), P0(5-111/2) 12-11 2.068 11.683 Total(Pt) Route 18 3007 13-6 8 25.24 1 (See 1'01/2 T 120 9.957 Route 19 ..... Notes) Sprinkler, 11-10% 0.200 3057 1301/2 25.24 1.0870 0.168339 PO(5'-ll%) 12-11 2.178 . T(5111/2), 12.334 Total(Pt) Route 19 3014 13-6 8 25.41 i (See 1-01/2 120 10.088 2O ..... . Route Sprinkler, 11-10% 0.200 Notes) 3064 1301/2 25.41 1.0870 0.170388 T(6-111/2), P0(5-11%) 12'-ll 2.204 12 .492 Total(Pt) Route 20 3021 13-6 8 26.01 1 (See 101/2 120 10.567 Route 21 ..... Notes) Sprinkler, 11'-101/2 0.177862 0.200 T(6-11%), PO(5'-1111/2) 3071 13-0% 26.01 1.0870 12-11 2.301 .13.068 Total(Pt) Route 21 3022 13-6 8 26.46 1 (See 1-0% 120 10.942 Route 22 ..... Sprinkler, Notes) 11-10% 0.200 3072 13-0% 26.46 1.0870 12-11 0.183701 T(5'-111/2), P0(5-111/2) 2.376 13.519 Total(Pt) Route 22 3023 13-6 8 26.94 1 (See 1-0% 120 11.336 Route 23 ..... Sprinkler, 11-10% 0.200 Notes) 373 13-0% 26.94 1.0870 0.189804 T(5'-111/2), P0(5-111/2) 12-11 2.455 13.991 Total(Pt) Route 23 ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 16 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information e El v 1 Flow added Fittings & Length C Factor Node I (Foot) K-Factor this step Nominal ID Devices (Foot) (q) Fitting Pf Friction Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Total Node 2 (Foot) Actual ID Length (psi) (Foot) (Foot) 3024 13-6 8 27.99 1 (See J lO1/2 120 11-101/2 I Notes) 3074 13-0% 27.99 1.0870 0.203743 I 12-11 71 4-0 10 (See 101 0 140 Notes) 111-3% 69 -3-0 506.94 10.5200 121'-31/2 0.000515 69 -3-0 10 (See 150 150 Notes) 58-6% 8 4-0 506.94 9.5100 73-6% 0.000741 8 4-0 12 (See 73'0 150 Notes) 146-3 58 4-0 506.94 11.3100 0.000319 219-3 44 13-0% 12-3 120 21.14 2 43 13-0% 136.04 2.2150 12-3 0.118562 43 13-0% 11/2 (See 60'4 120 Notes) 23-4 33 13-0% 64.32 1.7400 0.096087 83-8 43 13-0% 12-0 120 64.32 2 42 13-0% 71.71 2.2150 12-0 0.036269 42 13-0% 11/2 (See 60'4 120 Notes) 23-4 32 13-0% 71.71 1.7400 83-8 0.117498 3053 13-0% 17.64 11/2 8-7 120 3052 13-0% 4.65 1.7400 8-7 0.000744 I © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 AREA #2 Notes Total(Pt) Fitting/Device (Equivalent Length) Elev(Pe) Fixed Pressure Losses, when applicable, are added Friction(Pf) directly to (Pf) and shown as a 12.239 Route 24 ..... Sprinkler, 0.200 2.636 T(5-11%), P0(5-111/2) 15.074 Total(Pt) Route 24 70.090 ..... Route 25 • 8.057 3E(37-1), BFP(-7.994) 78.147 0.054 T(58'-6%) 78.201 0.070 GV(6'-11%), T(69'-71/2), C(69-7 78.271 Total(Pt) Route 25 13.008 Route 26 ..... Flow (q) from Route 2 1.452 14.460 P0(11-8) 8.041 P0(11-8) 22.501 Total(Pt) Route 26 14.460 Route 27 ..... Flow (q) from Route 26 0.435 14.895 P0(11-8) 9.833 P0(11-8) 24.728 Total(Pt) Route 27 9.694 Route 28••••• Flow (q) from Route 1 0.006 9.701 Total(Pt) Route 28 10/4/2018 1:43:18PM Page 17 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (P0and shown as 3060 13-0% 16.74 1/2 8-7 120 9.889 Route 29 ..... Flow (q) from Route 5 0.001113 3059 1301/z 5.78 1.7400 8-7 0.010 9.899 Total(Pt) Route 29 3067 130l/2 13.43 11/2 8-7 120 10.601 ••"• Route 3O ..... Flow (q) from Route 11 0.003021 3066 13-0% 9.91 1.7400 8-7 0.026 10.627 Total(Pt) Route 30 5 -3-0 66.14 10 (See 160-0 150 68.073 Route 31 ..... Flow (q) from Route 1 14-10 Notes) 13 4-0 506.94 9.7900 0.000643 EE(14-10) 174'-10 0.112 13 -3'-O 10 (See 2220-0 150 68.186 350-1 Notes) 71 -3-0 506.94 9.5100 0.000741 7EE(12'-10Y2), 4T(58'-6%), E(2 2570-1 1.904 59) 70.090 Total(Pt) Route 31 142 35-5% 71.37+10.75 6 10-0 120 50.249 Route 32 ..... Flow (q) from Route 33 and 38 -0.066 141 35-7 82.12 6.3950 0.000267 10-0 0.003 141 35-7 11.58 6 101-0 120 50. 185 Flow (q)from Route 37 -0.066 140 35-9 93.71 6.3950 0.000340 10-0 0.003 140 35-9 12.58 6 9'-ll% 120 50.122 Flow (q) from Route 40 0.006 109 35-9 106.29 6.3950 0.000430 9-11% 0.004 109 35-9 13.75 6 10-0 120 50. 132 Flow (q) from Route 51 0.082 108 35-6% 120.04 6.3950 0.000538 10-0 0.005 108 35-6 % 15.11 6 10-0 120 50.219 Flow (q) from Route 50 0.082 107 35-4% 135.15 6.3950 0.000670 10-0 0.007 107 3541/2 16.68 6 10-0 120 50.308 Flow (q) from Route 54 0.082 106 35-2 151.83 6.3950 0.000831 10-0 0.008 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 18 P I I Ii I I I I I I I I I I I I I IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Friction Elev(Pe) (q) Length) Fixed Pressure Losses, Elev 2 I Pf Total Flow Equiv. (Foot) Loss Per Unit when applicable, are added Total Friction(P Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pt) and shown as (Foot) 106 35-2 18.46 6 10-0 120 50.398 Flow (q) from Route 53 0.082 105 34111/2 170.28 6.3950 0.001028 10-0 0.010 105 34l11/2 20.47 6 9-2 120 50.490 Flow (q) from Route 57 0.075 104 34'-9Y2 190.76 6.3950 0.001268 9-2 0.012 104 34-9Y2 22.57 6 8-0 120 50.577 Flow (q)from Route 56 0.065 103 34'-8 213.32 6.3950 0.001559 8-0 0.012 103 34'-8 24.64 6 9 120 50.655 Flow (q) from Route 59 0.074 102 34'-6 237.96 6.3950 0.001909 91 0 0.017 102 34'-6 27.27 6 8-0 120 50.745 Flow (q) from Route 63 0.065 101 34'-4 265.23 6.3950 0.002333 8-0 0.019 8-2 120 101 34-4 29.91 6 50.829 Flow (q) from Route 61 0.067 0.002843 100 34-2 295.14 6.3950 8-2 0.023 50.919 Total(Pt) Route 32 10-0 120 50.378 Route ..... 144 35-1% 51.79+9.52 6 Flow (q) from Route 34 and -0.066 42 143 35'3% 61.31 6.3950 0.000155 0.002 143 35-3/2 10.06 6 101-0 120 50.313 Flow (q) from Route 39 -0.066 142 3551/2 71.37 6.3950 0.000206 10-0 0.002 50.249 Total(Pt) Route 33 147 34-8 25.29 +8.60 6 10-0 120 50.574 Route 34 ..... Flow (q) from Route 35 and -0.066 ________________ 46 146 34-10 33.89 6.3950 0.000052 10-0 0.001 146 34-10 8.80 6 10-0 120 50.508 Flow (q) from Route 44 -0.066 145 35-0 42.69 6.3950 0.000079 10.-0 0.001 ,©M.E.P.CAD, Inc. 1jj 2018 04.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 19 1Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information v i El v1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Fo K-Factor this step Nominal ID Devices (Foot) ___________ Fitting/Device (Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Fixed Pressure Losses, I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ________________ ________________ when applicable, are added Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 145 35'-0 9.10 6 10-0 120 50.443 Flow (q) from Route 43 -0.066 144 35-1% 51.79 6.3950 10-0 0.000114 0.001 50.378 Total(Pt) Route 34 149 34-4% 8.40 +8.42 6 101-0 120 50.706 Route 35••••• Flow (q) from Route 36 and -0.066 48 148 3461/2 16.81 6.3950 0.000014 10-0 0.000 148 34-6% 8.47 6 101-0 120 50.640 Flow (q) from Route 47 -0.066 147 34-8 25.29 6.3950 0.000030 1-0 0.000 50.574 Total(Pt) Route 35 150 34-21/2 8.40 6 10,-c 120 50.773 Route 36.. Fl ow from Route 49 -0.066 149 34-41/2 0.000004 8.40 6.3950 10-0 0.000 50.706 Total(Pt) Route 36 35'-7 93.71 3 (See 154-0 120 50.144 Route 37 ..... 241 Notes) P0(21'-1 1), Flow (q) from 81-9 Route 41 141 35'-7 11.58 3.3160 _________ 0.000174 _______________ 2fT(19'-O), P0(21-11) 235'-91/2 0.041 35-9 % 50.185 Total(Pt) Route 37 10-0 120 50.144 Route 38 ..... 241 35-7 93.71 6 Flow (q) from Route 41 0.066 242 35-5% 82.12 6.3950 0.000267 10-0 0.003 242 35-5% 3 (See 153'11 120 50.213 P0(21-Il) Notes) 81-9 0.000 142 35-5% 10.75 3.3160 235-8 0.000152 0.036 2fT(19'-O), P0(21-11) 50.249 Total(Pt) Route 38 10-0 120 50.213 242 35-5% 10.75 6 Route 39 ..... Flow (q) from Route 38 0.066 243 35-3% 71.37 6.3950 0.000206 10-0 0.002 243 35'3% 3 (See 153-91/2 120 50.281 P0(21-I1) Notes) 81-9 0.000 143 35-3% 10.06 3.3160 0.000134 2fT(19-0), P0(21-11) 23561/2 0.032 50.313 Total(Pt) Route 39 I ©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 20 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information I Node I Node 2 E levi (Foot) Elev 2 (Foot) K-Factor Flow added this step (q) Total Flow (Q) Nominal ID Actual ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) ________________ Total (Foot) _________________ Friction(Pf) /2 120 240 35-9 106.29 3 (See 15411 Notes) 81'-9 140 35-9 12.58 3.3160 235-11 0.000203 50.074 Route 40 ..... P0(21'-1 1), Flow (q) from Route 52 2fr(19-0), P0(21-11) _______________ 0.048 50.122 Total(Pt) Route 40 240 35-9 106.29 6 10-0 120 50.074 Route 41 ..... Flow (q) from Route 52 0.066 241 35'-7 93.71 6.3950 0.000340 1 10-0 0.003 50.144 Total(Pt) Route 41 /2 61.31 3 (See 153-8 120 244 3511 Notes) 81-9 144 3511/2 9.52 3.3160 0.000121 235-5Y2 50.349 Route 42 ..... P0(21-li), Flow (q) from Route 45 2fT(19-0), P0(21-11) 0.000 ______________ 0.029 50.378 Total(Pt) Route 42 244 35i1/z 61.31 6 10-0 120 50.349 43 ..... Flow (q) from Route 45 . Route 0.066 245 35-0 51.79 6.3950 0.000114 10-0 0.001 245 35-0 3 (See 1537V2 120 Notes) 81-9 50.417 P0(21-li) 0.000 0.000112 145 35-0 9.10 3.3160 235-5 2fT(19-0), P0(21-11) Total(Pt) Route 43 0.026 50.443 245 35-0 9.10 6 10-0 120 50.417 Route 44 ..... Flow (q) from Route 43 0.066 246 W-10 10'-O 0.001 246 34-10 3 (See Notes) 1539 120 50.484 P0(21-lI) 81-9 0.000 146 34-10 8.80 3.3160 0.000105 2fr(19-0), P0(21'-11) 235-6 0.025 50.508 Total(Pt) Route 44 243 3531/2 10.06 6 10-0 120 50.281 Route 45•"•• Flow (q) from Route 39 0.066 244 3511/2 61.31 6.3950 0.000155 0.002 10-0 50.349 Total(Pt) Route 45 246 34-10 8.80 6 101-0 120 50484 Route 46 ..... Flow (q) from Route 44 0.066 247 34-8 33.89 6.3950 0.000052 I 0.001 10-0 I ,©M.E.P.CAD, Inc. id AutoSPRINK 2018 v1 4.2.9.0 AREA #2 10/4/2018 1:43:18PM Page 21 Pipe Information Elev Flow added Fittings & Length C Factor Node I (Foot) K-Factor this step Nominal ID Devices (Foot) (q) Fitting Pf Friction I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) Actual ID Length Total (psi) (Foot) (Foot) 247 34-8 3 (See 15310 120 Notes) 81-9 147 34-8 8.60 3.3160 23571/2 0.000100 10-0 120 0.000030 10,.0 (See Notes) 153-111A 120 81'-9 0.000098 235'-81/2 10-0 120 0.000014 10,-0 (See Notes) 15401/2 120 81-9 0.000097 235-10 10-0 120 0.000004 10,-0 (See Notes) 154'-2 120 81-9 0.000096 235'-ll 247 34-8 8.60 6 248 346l,4 25.29 6.3950 248 61/2 3 148 34-6 V2 8.47 3.3160 248 3461/2 8.47 6 249 3441/2 16.81 6.3950 249 3441/2 3 149 3441/2 8.42 3.3160 249 3441/2 8.42 6 250 342h/2 8.40 6.3950 250 34-2% 3 150 34-2 V2 8.40 3.3160 208 35'-6V2 108 35-6V2 135.15 3 15.11 3.3160 (See 154-1 I 120 Notes) 81-9 t I 0.000285 2351O1/2 I IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 - 208 3561/2 209 35'-9 I ©M.E.P.CAD, Inc. Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as 1ti* VltI9. P0(21-il) 2fT(19-0), P0(21-11) Total(Pt) Route 46 Route 47 ..... Flow (q) from Route 46 P0(21-li) 2fr(19-0), PO(21'-11) Total(Pt) Route 47 Route 48..... Flow (q) from Route 47 P0(21-li) 2fr(19-0), P0(21-11) Total(Pt) Route 48 Route 49 ..... Flow (q) from Route 48 P0(21-il) 2fT(19'-O), P0(21-11) Total(Pt) Route 49 Route 50 ..... P0(21-11), Flow (q) from Route 55 2fT(19-0), P0(21-11) Total(Pt) Route 50 Route 51 ..... Flow (q) from Route 55 4L.11 AutoSPRINK 2018 04.2.9.0 AREA #2 135.15 6 10-0 120 120.04 6.3950 10,-0 0.000538 Total(Pt) Elev(Pe) Friction(Pf) 50.551 0.000 0.024 50.574 50.551 0.066 0.000 50.617 0.000 0.023 50.640 50.617 0.066 0.000 50.684 0.000 0.023 50.706 50.684 0.066 0.000 50.750 0.000 0.023 50.773 50.153 -0.001 0.067 50.219 50.153 -0.082 0.005 10/4/2018 1:43:18PM Page 22 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information El v1 Flow added & Length C Factor Total(Pt) Notes Node I (Fo K-Factor this step Device v i Nominal ID Fittings s (Foot) Fitting/Device (Equivalent Fitting (Foot) __________ Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, I Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 209 36-9 3 (See 154-2 120 50.076 P0(21-li) Notes) 81'-g -0.000 109 35-9 13.75 3.3160 0.000239 2fT(19'-O), P0(21-11) 235-11 0.056 50.132 Total(Pt) Route 51 209 35'-9 13.75 6 9i11/2 120 50.076 ••"• Route 52 ..... Flow (q) from Route 51 -0.006 35-9 106.29 6.3950 0.000430 240 91i1/ 0.004 50.074 Total(Pt) Route 52 50.302 ..... Route 53..... 206 35-2 170.28 3 (See 154-0 120 Notes) P0(21'-1 1), Flow (q) from 81'-9 -0.001 _______________ Route 58 106 35'-2 18.46 3.3160 0.000413 2fT(19'-0), P0(21-11) 235-9 0.097 50.398 Total(Pt) Route 53 206 35-2 170.28 6 10-0 120 50.302 Route 54 ..... Flow (q) from Route 58 -0.082 207 35-4 151.83 6.3950 0.000831 10-0 0.008 207 35'-4 3 (See 15401/2 120 50.228 P0(21-il) 81-9 -0.001 Notes) 107 35-41/2 16.68 3.3160 0.000342 2fT(19'-O), P0(21-11) 235-91/2 0.081 50.308 Total(Pt) Route 54 101-0 120 207 35-4 16.68 6 50 . 228 Route 55 ..... Flow (q) from Route 54 -0.082 208 35-6% 135.15 6.3950 0.000670 10-0 0.007 50.153 Total(Pt) Route 55 204 349h/2 213.32 3 (See 153-11 120 50.438 Route 56 ..... Notes) P0(21-11), Flow (q) from Route 60 81-9 0.002 104 34-9% 22.57 3.3160 0.000599 2f-r(19'-O), P0(21-11) ______________ 235-8% 0.141 50.577 Total(Pt) Route 56 204 34-9% 213.32 6 9-2 120 50.438 Route 57•"•• Flow (q) from Route 60 -0.075 205 34-11% 190.76 6.3950 0.001268 9-2 0.012 34ii1/2 3 (See 15311 120 50.374 205 Po(21'11) 81-9 -0.002 Notes) 105 34'-111/2 20.47 3.3160 0.000500 2fT(19'-O), P0(21-11) 235-8% 0.118 I , © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA #2 10/4/2018 1:43:18PM Page 23 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Elevi Flow added Fittings & Length C Factor Total(Pt) Notes Nodel (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, I Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total _________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as newtove v21u1. 50.490 Total(Pt) Route 57 205 34-11% 20.47 6 10-0 120 50.374 Route 58 ..... Flow (q) from Route 57 -0.082 206 35-2 170.28 6.3950 0.001028 10,-0 0.010 50.302 Total(Pt) Route 58 203 34-8 237.96 3 (See 154-0 120 50.491 Route 59 ..... Notes) P0(21-11), Flow (q) from Route 64 81'9 0.003 103 34-8 24.64 3.3160 0.000704 2fT(19'-0), P0(21'-11) 235-9 0.166 50.655 Total(Pt) Total(Pt) Route 59 8-0 120 50.491 Route 60 ..... 203 34-8 237.96 6 Flow (q) from Route 64 -0.066 0.001559 204 349l/2 213.32 6.3950 8-0 0.012 50.438 Total(Pt) Route 60 200 34-2 295.14 6 8-0 120 50.638 Route 61 ..... Flow (q) from Route 62 -0.066 201 34-4 295.14 6.3950 0.002843 8-0 0.023 201 34-4 3 (See 154'1 120 50.595 P0(21-i1) 81-9 0.001008 -0.003 Notes) 2fT(19'-O), PO(21'-11) 101 34-4 29.91 3.3160 235-10% 0.238 50.829 Total(Pt) Route 61 67-2% 120 40.107 Route 62..... 31 35-3 3 (See P0(21 -li) 77-4% 0.462 Notes) 200 34-2 295.14 3.3160 0.069633 2fE(7'-3Y4, fT(19'-O), P0(21-i 14471/z 10.070 __ 1) 50.638 Total(Pt) Route 62 201 34-4 29.91 6 8-0 120 50.595 Route 63..... Flow (q) from Route 61 -0.066 202 34-5% 265.23 6.3950 8-0 0.002333 0.019 202 34-5% 3 (See 154'01/2 120 50.548 P0(21-l1) 81-9 -0.003 Notes) 102 34-6 27.27 3.3160 0.000850 2 fT(19'-O), P0(21-11) 235-10 0.200 50.745 Total(Pt) Route 63 U ,©M.E.P.CAD, Inc. AutoSPRINK2O18v14.2.9.O AREA#2 10/4/2018 1:43:18PM Page 24 U Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Foot) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as 202 3451/2 27.27 6 9-0 120 50.548 Route 64..... Flow (q) from Route 63 -0.074 203 34'-8 237.96 6.3950 0.001909 0.017 50.491 Total(Pt) Route 64 I I I I I I I I I I I I ,©M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA#2 10/4/2018 1:43:18PM Page 25 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/40 Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle Fl Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I Actual Inside Diameter 4.87 ( \ =Factor Schedule 40 Steel Pipe Inside Diameter / Date: 10/4/2018 IC Value Multiplier Value Of 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 I 1 I I 1 I F] I I I I ,©M.E.P.CAD, Inc. AIV AREA#2 10/4/2018 1:43:18PM Page 26 Hydraulic Graph Job Name: PACIFIC VISTA COMMERCE CENTER N 1.85 Remote Area Number: AREA #2 Date: 10/4/2018 150 120 105 90 0 a- 45 30 15 - I - Static Pressure 823.07cm 140.509 141.000 I Water Supply I Summary Sheet Node: 1000 -c 135 8000.00 @ 108.000 - 573.07 823.07 with Hose Allowance at Source 76.106 :: System demand curve TLLLLLLLIIIIIIIIII 111111111 111111111 111111111 liii III 11111 III 11111111 I I I I I I 15500 6200 9300 7750 10850 Flow - gpm 12400 13950 1A,©M.E.P.CAD, Inc 'i AutoSPRINK 2018 v14.2.9.0 10/4/2018 1:43:13PM Paqe2 I I I I Hydraulic Calculations for Project Name: PACIFIC VISTA COMMERCE CENTER Location: 2790 WHIPTAIL LOOP W., CARLSBAD, CA 92008, BUILDING A Drawing Name: BLDG-A PVCC-FP3-5-PIPING 8 INCH UNDERGROUND Design Remote Area Number: AREA #1 Remote Area Location: SYSTEM #1 Occupancy Classification: ESFR Commodity Classification: 35' MAX STORAGE - 40' MAX ROOF Calculation Date: 10/4/2018 I I I Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In-rack Demand: Hose Streams: 60.000 NA 100.00ft2 Pendent 12 N/A gpm at Node: N/A 250.00 at Node: 1000 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 2596.23 @ 125.625 Type of System: WET Volume of Dry or PreAction System: N/A Water Supply Information: for Node: 1000 Date: 03.01.17 Location: WHIPTAIL LOOP BETWEEN CAZELLE & CARIBOU Source: CARLSBAD FIRE DEPARTMENT Name of Contractor: WESTERN FIRE PROTECTION, INC. Address: 13630 DANIELSON ST., POWAY, CA. 92064 Phone Number: 858.5153.4949 Name of designer: R. HOEKSTRA Authority Having Jurisdiction: CARLSBAD FIRE DISTRICT Notes: Automatic peaking results Left: 125.536 Right: 125.487 (M.E.P.CAD, Inc. JAutoSPRINK2018v14.2.9.0 AREA #1 10/4/2018 1:30:11PM Page 1 I I I I I I I Job Number: 17-0902PVCC - BLDG-A Ponnrert flonre,'rinfinn- PSPP (APA fil) 11111 Hydraulic Summary 10/4/2018 1:30:47PM Page 1 . © M.E.P.CAD, Inc. 4'. .11 AutoSPRINK 2018 v14.2.9.0 Job Job Number 17-0902 Circuit Description R. HOEKSTRA Job Name PACIFIC VISTA COMMERCE CENTER State Cerfffioe)oniuoense Number C-16 588039 Address I 2790 WHIPTAIL LOOP W. AI4J CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Pert DrsVripdon BUILDING A Address 3 BUILDING A Dressing IN me BLDG-A_PVCC-FP3-5-PIPING 8 INCH UNDERGROUND System Remote Area(s) Most Demanding Sprinkler Data 25.2 K-Factor 195.20 at 60.000 Occupancy ESFR Job Suffix PVCC - BLDG-A Hose Allowonoe At Source 250.00 Pressure 60.000 Area OtAppflcetlon NA Additional Hose Supplies Part Number Flow(pm) Nurrrbe, 01 SptlrPJers Cateulated 12 C000rege Per SprinkJer 100.00ft2 catoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 125.536 Right: 125.487 Total Hose Streams 250.00 System Flow Demand 2346.23 Total Water Required (including Hose pdlowenoe) 2596.23 Maximum Pressure Unbalance In Loops 0.000 Maximum VelooltyAboue Ground 23.44 between nodes 30 and 100 Maximum Velocity Under Stesord 10.60 between nodes Sand 6 Volume capacity at Wet Pipes 21400.36ga1 Volume capacity at Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1000 Water Supply 250.00 141.000 108.000 8000.00 136.885 2596.23 125.625 11.260 Contractor Cantrector Number WFP INC. Contact Name Contact Tide DESIGN MANAGER Name otConceotor WESTERN FIRE PROTECTION, INC. Phone 858.5153.4949 Extension Address I 13630 DANIELSON ST. FArt 858.513.1322 Address 2 POWAY, CA. 92064 Email Address 3 Web-Site 1 I I I I I I I I I I I I I I I I Job Number: 17-0902PVCC - BLDG-A Prrf r,'intinn• (APA 1H\ I IlSummary Of Outfiowing Devices 10/4/2018 1:30:14PM Page 3 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1001 195.70 195.20 25.2 60.311 Sprinkler 1002 195.20 195.20 25.2 60.001 C> Sprinkler 1003 195.20 195.20 25.2 60.000 Sprinkler 1004 195.69 195.20 25.2 60.304 Sprinkler 1005 195.72 195.20 25.2 60.320 Sprinkler 1006 195.21 195.20 25.2 60.009 Sprinkler 1007 195.21 195.20 25.2 60.009 Sprinkler 1008 195.71 195.20 25.2 60.313 Sprinkler 1009 195.90 1 195.20 25.2 1 60.434 1 Sprinkler 1010 195.40 195.20 25.2 60.123 Sprinkler 1011 195.40 195.20 25.2 60.122 Sprinkler 1012 195.89 195.20 25.2 60.427 c Most Demanding Sprinkler Data 1 I L 1 I I I 1 I I I I 11 I I I 1 I [1 [1 I I I I I I I I I I I I . I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 &© M.E.P.CAD, Inc. 41JAutoSPRlNK 2018 04.2.9.0 Supply Analysis 'art Numb Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1000 Water Supply 141.000 108.000 8000.00 136.885 2596.23 125.625 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1000 2-0 Supply 125.625 2346.23 1001 35-3% Sprinkler 60.311 195.70 1002 35'-3% Sprinkler 60.001 195.20 1003 35'-3% Sprinkler 60.000 195.20 1004 35-31/2 Sprinkler 60.304 195.69 1005 35-5 Sprinkler 60.320 195.72 1006 35-5 Sprinkler 60.009 195.21 1007 35'-5 Sprinkler 60.009 195.21 1008 35-5 Sprinkler 60.313 195.71 1009 35-6 Sprinkler 60.434 195.90 1010 35-6 Sprinkler 60.123 195.40 1011 35-6 Sprinkler 60.122 195.40 1012 35'-6 Sprinkler 60.427 195.89 2 4-0 127.437 3 4-0 127.113 4 -3-0 119.423 5 4-0 113.042 6 4-0 111.347 7 0-9 1 07.402 10/4/2018 1:30:16PM Page 4 Date: 10/4/2018 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 -3'-0 127.536 9 1-11% 106.142 13 4-0 113.412 30 3411/2 84.607 58 -3'-0 127.766 69 4-0 127.356 71 4-0 119.686 100 34'-2 82.868 101 34-4 81.844 102 34-6 80.956 103 34'-8 80.066 104 34-9% 79.358 105 34-11% 78.626 106 35-2 77.901 107 354l/2 77.236 108 35'-6% 76.620 109 35-9 76.044 140 35-9 75.578 141 35-7 75.208 142 35-5% 74.859 143 35-3% 74.526 144 35-1% 74.205 145 35-0 73.894 ,© M.E.P.CAD, Inc. 4IAutoSPRlNK 2018 04.2.9.0 10/4/2018 1:30:16PM Paqe 5 I I I I I I I I 1 1 I I I 1 I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 146 34-10 73.592 147 34-8 73.296 148 3461/2 73.009 149 34-4% 72.908 150 34-2% 72.928 200 34-2 77.216 201 34-4 77.144 202 3451/2 77.056 203 34-8 76.931 204 3491/2 76.793 205 34-111/2 76.603 206 35-2 76.360 207 35-4 76.083 208 35-6% 75.774 209 35-9 75.438 240 35-9 75.154 241 36-7 74.920 242 35-5% 74.668 243 35-3% 74.402 244 35-1% 74.124 245 35-0 73.837 246 34-10 73.542 247 34-8 73.240 I &@M.E.P.CAD, Inc. AMAutoSPRINK2018v14.2.9.0 10/4/2018 1:30:16PM Paqe6 I I I I I I I I I I I I 1 Eli Eli I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 248 3461,4 72.929 249 3441/2 72.818 250 34-2 V2 72.835 I I I I I I 1 I I I I I © M.E.P.CAD, Inc. -'A AutoSPRINK 2018 04.2.9.0 10/4/2018 1:30:16PM Paqe7 1 I I I I I I IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) __________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added __________ Total _________________ (Foot) (Q) (Foot) (Foot) (psi) ______________ Friction(Pf) _________________ directly to (PQand shown as • 1003 3531/2 25.2 195.20 3 (See 10'-O 120 60.000 Routel Sprinkler Notes) 1004 353l/2 188.59 3.3160 0.030406 101-0 0.304 1004 3531/2 25.2 195.69 3 (See 66- 3 120 60. 304 Sprinkler, 40101/2 0.468 Notes) 150 34-2% 384.28 3.3160 0.113465 fT(19'-O), P0(21-11) 10711/2 12.156 150 3 4'- 21/2 6 10,-0 120 72.928 -0.066 149 34-4% 384.28 6.3950 0.004632 10-U 0.046 149 34-4% 384.28 6 10-0 120 72.908 Flow (q) from Route 3 -0.066 148 34-6% 768.56 6.3950 0.0 16700 10-0 0.167 148 34-6% 384.55 6 10-U 120 73.009 Flow (q) from Route 5 -0.066 147 34-8 1153.11 6.3950 0.035373 101-0 0.354 147 34'-8 13.79 6 10-0 120 73. 296 Flow (q) from Route 2 -0.066 146 34-10 1166.90 6.3950 0.036160 10-0 0.362 146 34-10 12.82 6 10-0 120 73. 592 Flow (q) from Route 14 -0.066 145 35-0 1179.72 6.3950 0.036898 10'-O 0.369 145 35-0 13.85 6 10-0 120 73. 894 Flow (q) from Route 15 -0.066 144 35-1% 1193.57 6.3950 0.037703 10-U 0.377 144 35-1 % 16.69 6 1U'-O 120 74.2U5 Flow (q) from Route 9 -0.066 143 35-3% 121U.27 6.3950 0.038685 10-0 0.387 143 35-3 % 21.00 6 10-U 120 74.526 Flow (q) from Route 10 -0.066 142 35-5% 1231.27 6.3950 0.039936 10,-U 0.399 142 35-5 % 26.54 6 lU-U 120 74.859 Flow (q) from Route 11 -0.066 141 36-7 1257.81 6.3950 0.041543 10-0 0.416 I ,©M.E.P.CAD, Inc. 41 AutoSPRlNK 2018 v14.2.9.0 AREA #1 10/4/2018 1:30:18PM Page 8 I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information e El v1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit Total when applicable, are added ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(PO directly to (Pt) and shown as a AGO-timev'u 141 35-7 33.18 6 101-0 120 75. 208 Flow (q) from Route 12 -0.066 140 35-9 1291.00 6.3950 0.043593 10-0 0.436 140 35'g 40.87 6 9111/2 120 578 Flow (q) from Route 13 0.006 109 35'-9 1331.87 6.3950 0.046181 9111/2 0.460 109 35-9 49.58 6 10-0 120 044 Flow (q) from Route 17 0.082 108 35-6% 1381.45 6.3950 0.049412 10-0 0.494 108 35'-6Y2 59.39 6 10-0 120 76.620 Flow (q) from Route 18 0.082 107 35-4% 1440.84 6.3950 0.053413 10-0 0.534 107 3541/2 70.25 6 10-0 120 77.236 Flow (q) from Route 19 0.082 106 35-2 1511.09 6.3950 0.058331 10-0 0.583 106 35-2 82.20 6 10-0 120 901 Flow (q) from Route 20 0.082 105 34-11% 1593.29 6.3950 0.064336 10'-O 0.644 105 34111/2 95.24 6 9-2 120 78.626 Flow (q) from Route 21 0.075 104 34-9% 1688.53 6.3950 0.071631 9-2 0.657 104 34-9 % 108.27 6 8-0 120 79.358 Flow (q) from Route 22 0.065 103 34-8 1796.80 6.3950 0.080359 8-0 0.643 103 34-8 120.67 6 9-0 120 80. 066 Flow (q) from Route 23 0.074 102 34-6 1917.47 6.3950 0.090627 9-0 0.816 102 34-6 135.75 6 8-0 120 956 Flow (q) from Route 24 0.065 101 34-4 2053.22 6.3950 0.102853 8-0 0.823 101 34-4 150.13 6 8-2 120 844 Flow (q) from Route 25 0.067 100 34-2 2203.35 6.3950 0.117 197 8-2 0.957 AREA#1 10/4/2018 1:30:18PM Page 9 I I I I I I I I I I I I I ©M.E.P.CAD, Inc. , AutoSPRlNK 2018 04.2.9.0 I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 I I Date: 10/4/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a nsg 1v Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 100 34'-2 142.88 6 (See Notes) 3'0 120 82.868 Flow (q) from Route 26 fE(10'-O) 10-0 0.131643 0.025 30 34-1 V2 2346.23 6.3950 13-0 1.714 30 3411/2 8 (See Notes) 456 120 84.607 3fE(15-3), f(-0.000), CV(52'-10 BV(14'-l), P0(41-1%) 153-10% 0.038104 13.940 9 1'-11/ 2346.23 8.2490 199-4 7.596 9 1-11% 10 (See Notes) 681/2 120 106.142 53-3 0.012213 0.528 7 0-9 2346.23 10.4200 2E(26-7%)59-11% 0.732 7 0-9 10 (See Notes) 2171/2 150 107.402 E(29-8), 4LtE(21'-7), sCV(74'- 2) 190-1% 0.010951 1.626 6 4-0 2346.23 9.7900 211-9 2.319 6 4-0 10 (See Notes) 70'0 150 111.347 PIV(6-10), T(58'-61/2) 644% 0.012613 -0.000 5 4-0 2346.23 9.5100 134-41/2 1.695 5 4-0 10 (See Notes) 11750 150 113.042 5EE(12-10%), T(58'-6V2), 2E(2 5'-9) 174-51/2 0.004729 4 4-0 1380.60 9.5100 1349-5% 6.381 4 -3'-0 10 (See Notes) 101 0 140 119.423 3E(37'-l), BFP(-7.291) 111-3% 0.003286 3 4-0 1380.60 10.5200 121-31/2 7.690 3 4-0 10 (See Notes) 101 0 150 127.113 T(58-6%) 58-6% 0.004729 2 4-0 1380.60 9.5100 68-6 1/2 0.324 2 4-0 12 (See Notes) 851 0 150 127.437 GV(6'-ll%), C(69'-7%) 76-7 0.002033 58 4-0 1380.60 11.3100 161-7 0.329 58 -3-0 965.63 12 (See Notes) 50 150 127.766 Flow (q) from Route 7 Water Supply 0.005422 -2.168 1000 2-0 2346.23 11.3100 5-0 0.027 250.00 125.625 Hose Allowance At Source Total(Pt) Route 1 1000 2596.23 f,©M.E.P.CAD, Inc. 4AutoSPRINK 2018 04.2.9.0 AREA #1 1014/2018 1:30:18PM Page 10 I I I IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) (psi) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQand shown as Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) ________________ I Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1003 35-3% 25.2 195.20 3 ( See Notes) 10 ' 0 120 60 . 000 Route 2 ..... Sprinkler 1002 353l/2 6.61 3.3160 0.000062 10,-0 0.001 1002 3531/2 25.2 195.20 3 (See Notes) 9,-0 120 60.001 Sprinkler ________ 1001 3531/2 201.81 3.3160 0.034467 9-0 0.310 1001 35' 31 /2 25 2 .95. 195.70 3 (See Notes) 58'- 11 120 60.311 Sprinkler, 40101/2 0.468 250 34-2% 397.51 3.3160 0.120798 fT(19-0), P0(21-11) 99-9% 12.055 250 34-2% 6 10,-0 120 72.835 -0.066 249 3441/2 397.51 6.3950 0.004932 10,-0 0.049 249 3441/2 397.57 6 10.-0 120 72.818 Flow (q) from Route 4 -0.066 248 34-6% 795.08 6.3950 0.017782 10,-a 0.178 248 34-6% 398.04 6 10,-a 120 72.929 Flow (q) from Route 6 -0.066 247 34'-8 1193.12 6.3950 0.037677 10-0 0.377 247 34-8 3 (See Notes) 153'10 120 73.240 P0(21-li) 81-9 0.000 147 34'-8 13.79 3.3160 0.000241 2fT(19'-O), P0(21-11) 236-71/2 0.057 73.296 Total(Pt) Route 2 1007 35'-5 25.2 195.21 3 (See Notes) 101 0 120 60.009 3 ..... Sprinkler .Route 1008 35-5 188.57 3.3160 0.030402 10,-a 0.304 1 1008 35'-5 25.2 195.71 3 (See Notes) 66-2% 120 60.313 Sprinkler, 40-10% 0.446 149 3441/2 384.28 3.3160 0.113465 fT(19'-O), P0(21-11) 107-1 12.150 72.908 Total(Pt) Route 3 1007 35-5 25.2 195.21 3 (See Notes) 101-0 T 120 60.009 Route 4 ..... Sprinkler t 1006 35-5 6.64 3.3160 1. 0.000062 10,-0 0.001 ©M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 AREA#1 10/4/2018 1:30:18PM Page 11 Date: 10/4/2018 Total(Pt) Elev(Pe) Friction(Pf) 60.009 0.310 60.320 0.446 12.052 72.818 60.122 0.304 60.427 0.423 12.160 73.009 60.122 Sprinkler, fT(19'-U), P0(21-11) Total(Pt) Route 5 Route 6 • • Sprinkler Total(Pt) Route 4 ..... Route 5 Sprinkler Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Sprinkler, fT(19'-O), P0(21-11) Sprinkler 0.001 60.123 Sprinkler 0.311 60.434 0.423 12.072 72.929 119.686 7.671 127.356 0.179 127.536 Sprinkler, fT(19'-O), P0(21-11) Total(Pt) Route 6 Route 7 ..... 3E(37'-1), BFP(-7.465) T(58'-61/2) U 230 GV(6-11%), T(69'-7%), C(69'-7 1/4 10/4/2018 1:30:18PM Page 12 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Pipe Information Elev Flow added Fittings & Length C Factor Node I (Foot) K-Factor this step Nominal ID Devices (Foot) __________ (q) Fitting Pf Friction I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit Node 2 (Foot) (Q) Actual ID Length Total (psi) (Foot) (Foot) 1006 35-5 25.2 195.21 3 (See 9.-0 120 Notes) 1005 35'-5 201.85 3.3160 0.034480 90 1005 35'-5 25.2 195.72 3 (See 58'-10V2 120 249 Notes) 40101,4 0.120830 344h/2 397.57 3.3160 101 0 120 1011 35-6 25.2 195.40 3 (See Notes) 1012 35'-6 188.66 3.3160 0.030427 10.-0 1012 35-6 25.2 195.89 3 (See 6611/z 120 Notes) 40'-101/2 148 3461/2 384.55 3.3160 0.113612 107'-0'/2 1011 35-6 25.2 195.40 3 (See 101-0 120 Notes) 1010 35-6 6.74 3.3160 0.000064 10.-0 35-6 25.2 195.40 3 (See 91-0 120 1010 Notes) 1009 35-6 202.14 3.3160 0.034570 91-0 1009 35-6 25.2 195.90 3 (See 5891/2 120 Notes) 40-bY2 248 34-6 V2 398.04 3.3160 99'8V 0.121094 - 4-0 10 (See 101-0 140 71 Notes) 11131/2 69 -3-0 965.63 10.5200 0.001696 121'-3/2 15'O 150 69 4-0 10 (See Notes) 58'-6V2 8 -3-0 965.63 9.5100 0.002441 73-6% 8 -3-0 12 (See 73'0 150 Notes) 146-3 58 -3-0 965.63 11.3100 0.001049 219-3 Inc. 4AutoSPRINK 2018 v14.2.9.0 AREA #' &©M.E.P.CAD, IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, I Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total _________________ (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as I 127.766 Total(Pt) Route 7 5 4-0 1380.60 10 (See 160-0 150 113.042 Route 8••••• Notes) Flow (q) from Route 1 14-10 13 -3-0 965.63 9.7900 0.002119 EE(14'-10) 174-10 0.370 13 4-0 10 (See 2220'0 150 113.412 350'-1 Notes) 71 4-0 965.63 9.5100 0.002441 7EE(12-10%), 4T(58'-6%), E(2 2570-1 6.273 5•9) 119.686 Total(Pt) Route 8 244 35 11/2 1152.66 3 (See T 153'-8 120 74.124 Route 9 ..... Notes) P0(21'-1 1), Flow (q) from 81-9 0.000 ______________ Route 16 144 35-1% 16.69 3.3160 I 0.000343 2fr(19-0), P0(21'-11) 235-5% 0.081 74.205 Total(Pt) Route 9 244 3511/2 1152.66 6 10-0 120 74.124 .Route 10 ..... Flow (q) from Route 16 -0.066 243 35-3 1/2 1135.97 6.3950 0.034406 10'-O 0.344 243 35-3% 3 (See 1539Y2 120 74.402 P0(21-il) 81-9 0.000 Notes) 143 35-3% 21.00 3.3160 0.000524 2fT(19-0), P0(21-11) 235-61/2 0.123 74.526 Total(Pt) Route 10 243 35-3% 21.00 6 100 120 74402 . •••Routell ..... Flow (q) from Route 10 -0.066 242 35-5% 1114.96 6.3950 0.033239 10'-O 0.332 242 3551/2 3 (See 15311 120 74.668 P0(21-11) Notes) 81-9 0.000 142 35-5% 26.54 3.3160 0.000808 2fT(19-0), P0(21-11) 235-8 0.190 74.859 Total(Pt) Route ii 242 35-5% 26.54 6 10-0 120 74.668 Route 12 ..... Flow (q) from Route 11 -0.066 241 35-7 1088.42 6.3950 0.031790 10-0 0.318 241 35-7 3 (See 1540 120 74.920 P0(21-il) 81-9 Notes) 141 35-7 33.18 3.3160 0.001222 2fT(19-0), P0(21-11) 235-91/2 0.288 - 75.208 Total(Pt) Route 12 I, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 AREA #1 10/4/2018 1:30:18PM Page 13 ob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting!Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total _________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 241 35-7 33.18 6 101-0 120 74.920 Route 13 ..... Flow (q) from Route 12 -0.066 240 359 1055.24 6.3950 0.030020 10-0 0.300 240 35'-9 3 (See 154'l% 120 75.154 81-9 Notes) 2fT(1 9 -0), PO(21'-ii) P0(21-li) 140 35-9 40.87 3.3160 0.001797 235-11 0.424 75.578 Total(Pt) Route 13 •••• Route 14•"•• 247 34-8 13.79 6 10-0 120 73.240 Flow (q) from Route 2 -0.066 246 34'- 10 1179.33 6.3950 0.036875 0.369 246 34'- 10 3 (See 153'9 120 73.542 Notes) P0(21-Il) 81-9 0.000 146 34-10 12.82 3.3160 0.000210 2fT(19'-O), P0(21-11) 235-6 0.050 - 73.592 Total(Pt) Route 14 101-0 120 73.542 ••••• Route 15••••• 246 34-10 12.82 6 Flow (q) from Route 14 -0.066 245 35-0 1166.51 6.3950 0.036137 10-0 0.361 35-0 3 (See 15371/2 120 73.837 P0(21-11) 81-9 0.000 245 Notes) 145 35-0 13.85 3.3160 0.000243 2fT(19'-O), P0(21-11) 235-5 0.057 73.894 Total(Pt) Route 15 10-0 120 73.837 Route 16 ..... 245 35 -0 13.85 6 Flow (q) from Route 15 -0.066 244 35-1 V2 1152.66 6.3950 0.035347 . 10-0 0.354 74.124 Total(Pt) Route 16 9'-11/2 120 75.154 Route 17 ..... 240 35-9 40.87 6 Flow (q) from Route 13 0.027904 0.006 209 35-9 1014.36 6.3950 9ii1/z 0.278 209 35-9 3 (See 154'2 120 75.438 P0(21-11) -0.000 Notes) 81-9 109 35-9 49.58 3.3160 0.002568 2fT(19'-O), P0(21-11) 235-11 0.606 76.044 Total(Pt) Route 17 © M.E.P.CAD, Inc. 4, ,11 AutoSPRINK 2018 04.2.9.0 AREA#1 10/4/2018 1:30:18PM Page 14 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information Flow added s Fitting & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (q) Length) I Equiv. (Foot) Pf Friction Elev(Pe) ________________ Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total (Foot) (Q) (Foot) (psi) Friction(Pf) directly to (Pf) and shown as (Foot) a ngs v'" 209 35-9 49.58 6 101-0 120 75.438 Route 18 ..... Flow (q) from Route 17 0.082 208 3561/2 964.78 6.3950 0.025433 0.254 208 35-6% 3 (See 154'1 120 75.774 Notes) P0(21-il) 81-9 -0.001 108 35-6% 59.39 3.3160 0.003586 2f-r(19'-O),O), P0(21-11) 235'-101/2 0.846 76.620 Total(Pt) Route 18 Route 19 ..... 208 35-6% 59.39 6 10-0 120 75.774 Flow (q) from Route 18 0.082 207 35-4 905.39 6.3950 0.022613 0.226 207 35'-4 3 (See 15401/2 120 76.083 Notes) P0(21-il) 81-9 -0.001 107 3541/2 70.25 3.3160 0.004893 2fT(19-0), P0(21-11) 23591/z 1.154 77.236 Total(Pt) Route 19 10-0 120 76.083 Route 20 ..... 207 35-4 70.25 6 Flow (q) from Route 19 0.082 206 35-2 835.14 6.3950 0.019474 10-0 0.195 35-2 3 (See 154'0 120 76.360 P0(21-11) 206 Notes) 81-9 -0.001 106 35-2 82.20 3.3160 0.006543 2fT(19-0), P0(21-11) 235-9 1.542 77.901 Total(Pt) Route 20 10-0 120 76.360 ..... Route 21..... 206 35-2 82.20 6 Flow (q) from Route 20 0.082 205 34-11% 752.94 6.3950 0.016078 10-0 0.161 205 34i11/z 3 (See 153'11 120 76.603 -0.002 Notes) 81-9 0.008592 105 34-11% 95.24 3.3160 2fT(19-0), P0(21-11) 23581/2 2.025 78.626 Total(Pt) Route 21 9-2 120 76.603 Route 22 ..... 205 34-11% 95.24 6 1 Flow (q) from Route 21 0.075 204 349I/2 657.70 6.3950 0.012519 9-2 0.115 I ,©M.E.P.CAD, Inc. 4AutoSPRINK 2018 v14.2.9.O AREA #1 10/4/2018 1:30:18PM Page 15 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Date: 10/4/2018 Pipe Information v Flow added Fittings & Length C Factor Total(Pt) Notes Node I Ele ot) (Fo K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting Pf Friction Elev(Pe) (q) Length) Fixed Pressure Losses, I Elev 2 Total Flow Equiv. (Foot) Loss Per Unit ________________ when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) a n2atiy9 value. 204 3491/2 3 (See 153'11 120 76.793 Notes) 81-9 -0.002 P0(21 -li) 104 34-9% 108.27 3.3160 0.010891 2fT(19-0), P0(21-il) 235'-8Y2 2.567 79.358 Total(Pt) Route 22 80 120 76793 ••• Route 23••••• 204 34-9% 108.27 6 Flow (q) from Route 22 0.066 203 34-8 549.43 6.3950 0.008975 8-0 0.072 203 34-8 3 (See 154-0 120 76.931 P0(21-li) 81-9 -0.003 Notes) 103 34'-8 120.67 3.3160 0.013311 2fT(19'-O), P0(21-11) 235-9 3.138 80.066 Total(Pt) Route 23 203 34-8 120.67 6 91 0 120 76.931 Route 24 • • ROW (q) from Route 23 0.074 202 3451/2 428.76 6.3950 0.005673 9-0 0.051 202 34-5% 3 (See 154-01/2 120 77.056 P0(21-il) 81-9 -0.003 Notes) 102 34-6 135.75 3.3160 0.016551 2fT(19'-O), P0(21-11) 235-10 3.903 80.956 Total(Pt) Route 24 ..... Route 25 ..... 202 3451/2 135.75 6 8-0 120 77.056 Flow (q) from Route 24 0.066 0.002805 201 34-4 293.01 6.3950 8-0 0.022 201 34-4 3 (See 154'1 120 77.144 Notes) P0(21-i1) 81-9 -0.003 101 34-4 150.13 3.3160 0.019941 2fT(19'-O), P0(21-11) 235'-101/2 4.703 81.844 Total(Pt) Route 25 8-0 120 77.144 Route 26 ..... 201 34-4 150.13 6 Flow (q) from Route 25 0.066 200 34-2 142.88 6.3950 0.000743 8-0 0.006 200 34-2 3 (See 1560 120 77.216 P0(21-i1) -0.002 Notes) 154-9% 0.018196 100 34-2 142.88 3.3160 2fT(19'-0), 4fE(7'-3%), 3P0(21 310-9 5.655 82.868 -lI) Total(Pt) Route 26 (,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 AREA #1 10/4/2018 1:30:18PM Page 16 I I I IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #1 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I Actual Inside Diameter 4.87 a' = Factor Schedule 40 Steel Pipe Inside Diameter / Date: 10/4/2018 IC Value Multiplier • Value OfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4* Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap I I I I I I I I I I I (.,©M.E.P.CAD, Inc. J.11 2018 v14.2.9.0 AREA #1 10/4/2018 1:30:18PM Page 17 — — — — — — — — — — — — — — — — Hydraulic Graph Job Name: PACIFIC VISTA COMMERCE CENTER N 1.85 Remote Area Number: AREA #1 Date: 10/4/2018 150 135 120 105 90 (a, 75 w a- 60 45 30 15 ._11.W.LLLIIII!tII 0 III 1 550 3100 4650 (M© M.E.P.CAD, Inc. 4 AutoSPRINK 2018 04.2.9.0 10/4/2018 1:30:13PM PaQe2 Static Pressure I 141.000 Water [Supply Summary Sheet Node: 1000 2346.23 @ 125.625 U2596.23 with Hose Allowance at Source 800 .0 108.000 System demand curve 111111111 111111111 111111111 liii liii 111111111 11111 III I I I I I I I I I 6200 9300 7750 10850 Flow - gpm 12400 13950 15500 I Hydraulic Calculations for I Project Name: PACIFIC VISTA COMMERCE CENTER Location: 2790 WHIPTAIL LOOP W., CARLSBAD, CA 92008, BUILDING A Drawing Name: BLDG-A PVCC-FP3-5-PIPING 8 INCH UNDERGROUND I Design Remote Area Number: AREA #2 Remote Area Location: SYSTEM #2 I Occupancy Classification: ESFR Commodity Classification: 35' MAX STORAGE - 40' MAX ROOF Calculation Date: 10/4/2018 Density: 60.000 Area of Application: NA Coverage per Sprinkler: 100.00ft2 I Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A I Hose Streams: 250.00 at Node: 1000 Type: I Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1000: 2596.78 @ 123.171 Type of System: WET I Volume of Dry or PreAction System: N/A Water Supply Information: for Node: 1000 Date: 03.01.17 I Location: WHIPTAIL LOOP BETWEEN CAZELLE & CARIBOU Source: CARLSBAD FIRE DEPARTMENT Allowance at Source Name of Contractor: WESTERN FIRE PROTECTION, INC. Address: 13630 DANIELSON ST., POWAY, CA. 92064 Phone Number: 858.5153.4949 Name of designer: R. HOEKSTRA Authority Having Jurisdiction: CARLSBAD FIRE DISTRICT Notes Automatic peaking results Left: 122.817 Right: 123.340 I EM.E.P.CAD, Inc. J q1JAutoSPRINK 2018 04.2.9.0 AREA#2 10/4/2018 1:31:42PM Page 1 I [1 I I I Job Number: 17-0902PVCC - BLDG-A Renrert floosrrintion FSFR (ARFA 1111 Hydraulic Summary 10/4/2018 1:32:07PM Page 1 IeA, © M.E.P.CAD, Inc. 41 AutoSPRINK 2018 04.2.9.0 Job Job Number 17-0902 Circuit Description R. HOEKSTRA Job Name: PACIFIC VISTA COMMERCE CENTER Slate Cerbfioabonuljoenso Number C-16 588039 Addr050l 2790 WHIPTAIL LOOP W. AHJ CARLSBAD FIRE DISTRICT Address 2 CARLSBAD, CA 92008 Pad Desorrption BUILDING A Address 3 BUILDING A Deroing Nonro BLDG-A_PVCC-FP3-5-PIPING 8 INCH UNDERGROUND System Remote Area(s) Most Demanding Sprinkler Data 25.2 K-Factor 195.20 at 60.000 Occupancy ESFR Job Suffix PVCC - BLDG-A Hose Allowance At Source 250.00 Pressure 60.000 WOO of Application NA Additional lose Supplies Part Number Flow(gpm) Number Of Sprinklers Caloulatad I') C000rags Per Sprinkler IfllO 00f+2 AutoPealt Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 122.817 Right: 123.340 Total Hose Streams 250.00 System Flow Demand 2346.78 Total Water Required (Including Hose Allewonos) 2596.78 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.44 between nodes 50 and 300 Maximum Velocity Under Ground 10.60 between nodes 5 and 6 Volume capacity of Wet Pipes 21400. 36ga1 Volume nopoorty of Dry Pipes Supplies art Numbe Name Hose Flow (gpm) Static (psi) Residual (psi) Flow @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1000 Water Supply 250.00 141.000 108.000 I 8000.00 136.884 2596.78 123.171 13.713 Contractor Contractor Number WFP INC. Contact Name Conlool floe DESIGN MANAGER Name ot Con rroctOr WESTERN FIRE PROTECTION, INC. Phone 858.5153.4949 EvterrSlOn Add.. I 13630 DANIELSON ST. FAX 858.513.1322 Address 2 POWAY, CA. 92064 E-mail Address 3 Web-Site I I I I I [1 I I I I I I I I I I I I I 1111Summary Of Outfiowing Devices I Job Number: 17-0902PVCC - BLDG-A 10/4/2018 1:31:44PM Page 3 . © M.E.P.CAD, Inc. AutoSPRINK 2018 04.2.9.0 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 2001 195.94 195.20 25.2 60.457 Sprinkler 2002 195.22 195.20 25.2 60.013 C> Sprinkler 2003 195.20 195.20 25.2 60.000 Sprinkler 2004 195.60 195.20 25.2 60.244 Sprinkler 2005 195.96 195.20 25.2 60.468 Sprinkler 2006 195.24 195.20 25.2 60.023 Sprinkler 2007 195.22 195.20 25.2 60.010 Sprinkler 2008 195.61 195.20 25.2 60.254 Sprinkler 2009 196.16 195.20 25.2 60.592 Sprinkler 2010 195.43 195.20 25.2 60.144 Sprinkler 2011 195.41 195.20 25.2 60.131 Sprinkler 2012 195.80 195.20 25.2 60.373 r-> Most Demanding Sprinkler Data I I I I I I I I I I I I I I I I I I Li Date: 10/4/2018 Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 10/4/2018 1:31:46PM Paqe4 .,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 Supply Analysis art Numb Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1000 Water Supply 141.000 108.000 1 8000.00 136.884 2596.78 123.171 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 350 3421/2 70.964 400 34-2 75.193 401 34-4 75.120 402 3451/2 75.028 403 34'-8 74.897 404 34-9% 74.752 405 3411h/2 74.551 406 35'-2 74.295 407 35-4 74.004 408 356h/2 73.681 409 35-9 73.330 440 35-9 73.031 441 35'-7 72.783 442 3551/2 72.516 443 35'-3% 72.234 444 35-1% 71.939 445 35-0 71.629 446 34-10 71.305 447 34-8 70.962 IT I I I I II Li I I I I I I I ii I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 448 3461/2 70.597 449 3441/ 70.460 450 3421/2 70.470 1000 2-0 Supply 123.171 2346.78 2001 3531/2 Sprinkler 60.457 195.94 2002 353h/2 Sprinkler 60.013 195.22 2003 35-3V2 Sprinkler 60.000 195.20 2004 3531/2 Sprinkler 60.244 195.60 2005 35-5 Sprinkler 60.468 195.96 2006 35-5 Sprinkler 60.023 195.24 2007 35-5 Sprinkler 60.010 195.22 2008 35-5 Sprinkler 60.254 195.61 2009 35-6 Sprinkler 60.592 196.16 2010 35-6 Sprinkler 60.144 195.43 2011 35-6 Sprinkler 60.131 195.41 2012 36-6 Sprinkler 60.373 195.80 2 4-0 124.982 3 4-0 124.658 4 4-0 116.968 5 4-0 110.584 6 4-0 108.888 7 0-9 104.943 8 4-0 125.081 .,© M.E.P.CAD, Inc. 1AutoSPRlNK 2018 04.2.9.0 10/4/2018 1:31:46PM Paqe5 I I I I I I 1 I I I I I I I I Li I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 13 -3-0 110.955 50 34-1% 82.213 58 4-0 125.311 69 4-0 124.901 71 4-0 117.231 158 1'-11 Y2 103.657 300 34-2 80.474 301 34-4 79.463 302 34-6 78.591 303 34-8 77.723 304 34-9% 77.034 305 34111/2 76.324 306 35-2 75.622 307 35'41/2 74.979 308 3561/2 74.384 309 35-9 73.827 340 35'-9 73.379 341 35-7 73.026 342 35-5% 72.693 343 35-3% 72.376 344 35-1% 72.074 345 35-0 71.785 346 34-10 71.511 .,© M.E.P.CAD, Inc. 141IMWSPRINK 2018 v14.2.9.0 10/4/2018 1:31:46PM Page 6 I I [1 I I I I I I I I I I I I I I I I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 347 34-8 71.253 348 34-61/2 71.015 349 34'-4% 70.937 I I I I I I I I I ,© M.E.P.CAD, Inc. JAutoSPRlNK 2018 04.2.9.0 10/4/2018 1:31:46PM Paqe7 I I I I I I I I I I I I I I 341 35'-7 U , © M.E.P.CAD, Inc. Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) ___________ Fining/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ______________ (Foot) (Foot) (Foot) (psi) Friction(Pf) directly to (P0 and shown as S fl2ga _____________________ 2003 35-3 % 25.2 195.20 3 (See 11-0 120 60.000 Route 1•••• Sprinkler Notes) 2004 353h/2 159.07 3.3160 0.022192 111-0 0.244 2004 353l/2 25.2 195.60 3 (See 63'- ll 120 60. 244 Sprinkler, 40101/2 0.468 Notes) 350 3421/z 354.66 0.097819 fT(19-0), P0(21-Il) 061 104-9% 10.251 350 34-2% 10'-O 120 70.964 -0.066 349 34-4% 354.66 6.3950 0.003994 10'-O 0.040 349 34-4% 354.51 6 10-0 120 70.937 Flow (q) from Route 3 -0.066 348 34-6% 709.18 6.3950 0.014391 10-0 0.144 348 34-6% 354.25 6 10'-O 120 71.015 Flow (q) from Route 5 -0.066 347 34-8 1063.43 6.3950 0.030452 10-0 0.305 347 34-8 36.14 6 10-0 120 71. 253 Flow (q) from Route 2 -0.066 346 34-10 1099.57 6.3950 0.032395 10-0 0.324 346 34-10 30.00 6 10-0 120 71. 511 Flow (q) from Route 9 -0.066 345 35-0 1129.57 6.3950 0.034049 10'-O 0.340 345 35-0 25.78 6 10-0 120 71. 785 Flow (q) from Route 10 -0.066 344 35-1/ 1155.35 6.3950 0.035500 10-0 0.355 344 35'-1/ 23.86 6 10-0 120 72.074 Flow (q) from Route 11 -0.066 343 3531/ 1179.21 6.3950 0.036869 10-0 0.369 343 3531/ 24.49 6 10-0 120 72.376 Flow (q) from Route 12 -0.066 342 35-5% 1203.70 6.3950 0.038297 10-0 0.383 342 35-5% 27.58 6 10-0 120 72.693 Flow (q) from Route 13 0.039936 -0.066 1231.28 6.3950 10-0 0.399 4-11 AutoSPRINK 2018 04.2.9.0 AREA #2 10/4/2018 1:31:48PM Page 8 I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 U Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 I Date: 10/4/2018 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as 341 35'7 32.78 6 10-0 120 73.026 Flow (q) from Route 14 -0.066 340 35-9 1264.06 6.3950 0.041925 10-0 0.419 340 35'-9 39.75 6 9'111/2 120 73.379 Flow (q) from Route 15 0.006 309 35'-9 1303.80 6.3950 0.044397 9i11/ 0.442 309 35-9 48.23 6 101-0 120 73. 827 Flow (q) from Route 16 0.082 308 35-6% 1352.03 6.3950 0.047482 10-0 0.475 308 35-6% 58.15 6 10-0 120 74.384 Flow (q) from Route 17 0.082 307 35-4% 1410.18 6.3950 0.051330 10-0 0.513 307 35-4% 69.43 6 10-0 120 74.979 Flow (q) from Route 18 0.082 306 35'-2 1479.61 6.3950 0.056103 10-0 0.561 306 35'-2 82.03 6 10,-c 120 75.622 Flow (q) from Route 19 0.082 305 34-11% 1561.64 6.3950 0.061992 10,-c 0.620 305 34-11% 95.95 6 9-2 120 76.324 Flow (q) from Route 20 0.075 304 34-9% 1657.60 6.3950 0.069222 9-2 0.635 304 34-9% 109.98 6 8-0 120 77.034 Flow (q) from Route 21 0.065 303 34-8 1767.57 6.3950 0.077958 8-0 0.624 303 34'-8 123.44 6 9-0 120 77.723 Flow (q) from Route 22 0.074 302 34'-6 1891.01 6.3950 0.088327 9-0 0.795 302 34-6 139.89 6 8-0 120 591 Flow (q) from Route 23 0.065 301 34-4 2030.90 6.3950 0.100794 8-0 0.806 301 34-4 155.67 6 8-2 120 463 Flow (q) from Route 24 0.067 300 34-2 2186.57 6.3950 0.115551 8-2 0.944 AREA #2 10/4/2018 1:31:48PM Page 9 I I I I I I I I I I I I I I , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 I Job Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) ________________ Friction(Pf) 300 34-2 160.21 6 (See Notes) 30 120 80.474 Flow (q) from Route 25 fE(10-0) 101-0 0.131699 0.025 50 34-1% 2346.78 6.3950 13'-O 1.715 50 34-1% 8 (See Notes) 43'0 120 82.213 3fE(15-3), f(-0.000), CV(52-10 BV(14-1), PO(41'-l%) 153'-10% 0.038120 13.939 158 1-11% 2346.78 8.2490 196-101/2 7.505 158 1111/2 10 (See Notes) 8'81/2 120 103.657 2E(26'-71/2) 0.012218 0.528 7 0-9 2346.78 10.4200 61-111/2 0.757 7 0-9 10 (See Notes) 21'-7% 150 104.943 E(29-8), 4LtE(21-7), sCV(74- 2) 190-1% 0.010955 1.626 6 4-0 2346.78 9.7900 211-9 2.320 6 -3'-0 io (See Notes) 700 150 108.888 PIV(5-10), 1(58-6%) 64-41/2 0.012618 -0.000 5 4-0 2346.78 9.5100 134'-4% 1.696 5 -3'-0 10 (See Notes) 11750 150 110.584 5EE(12-10%), T(58-61/2), 2E(2 5'-9) 17451/2 0.004731 4 -3-0 1380.87 9.5100 1349-5% 6.384 4 -3-0 10 (See Notes) 101 0 140 116.968 3E(37-1), BFP(-7.292) 11131/2 0.003288 3 -3-0 1380.87 10.5200 121'-31/2 7.691 3 -3-0 10 (See 100 150 124.658 1(58-6%) Notes) 0.004731 2 -3'-0 1380.87 9.5100 68-6% 0.324 2 -3-0 12 (See Notes) 85-0 150 124.982 GV(6-11 %), C(69-71/4 76-7 0.002034 58 4-0 1380.87 11.3100 161-7 0.329 58 -3-0 965.90 12 (See Notes) 5-0 150 125.311 Flow (q) from Route 7 Water Supply 0.005425 -2.168 1000 2-0 2346.78 11.3100 5-0 0.027 250.00 123.171 T Hose Allowance At Source 1 Total(Pt) Route I 1000 2596.78 (,.©M.E.P.CAD, Inc. 41 AutoSPRINK 2018 v1 4.2.9.0 AREA#2 10/4/2018 1:31:48PM Page 10 I I I I I L I I I I I I I I I I I I 1 I I I I I I I I I I 1 I 2006 35'-S I , © M.E.P.CAD, Inc. Pipe Information Flow added Fittings & Length C Factor Total(Pt) Notes Node I Ele ot) (Fo K-Factor this step Device v s Nominal ID (Foot) Fitting/Device (Equivalent Fitting (Foot) Pt Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit when applicable, are added Total ________________ (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) directly to (Pt) and shown as a negativev'u9 2003 353h/2 25.2 195.20 3 (See 90 120 60.000 Route 2 ..... Sprinkler Notes) 2002 353h/2 36.13 3.3160 0.001430 9-0 0.013 2002 3531/2 25.2 195.22 3 (See 101 0 120 60.013 Sprinkler Notes) 2001 35-3% 231.35 3.3160 0.044377 10'-O 0.444 2001 35-3 V2 25.2 195.94 3 (See 28'3 120 60.457 Sprinkler, 40-10% 0.468 Notes) 450 34-2% 427.29 3.3160 0.138068 fT(19'-O), P0(21-11) 69-1 1/2 9.545 450 34'-2Y2 6 10-0 120 70.470 -0.066 449 34-4% 427.29 6.3950 0.005637 10'-O 0.056 449 34-4% 427.51 6 10-0 120 70.460 Flow (q) from Route 4 -0.066 448 34-6% 854.80 6.3950 0.020331 10-0 0.203 448 34-6% 428.55 6 10-0 120 70.597 Flow (q) from Route 6 -0.066 447 34'-8 1283.35 6.3950 0.043117 10-0 0.431 447 34'-8 3 (See 121'10 120 70.962 P0(21-li) 81-9 Notes) 347 34'-8 36.14 3.3160 0001431 2fT(19'-O), P0(21-11) 203-7% 0.291 71.253 Total(Pt) Route 2 2007 35-5 25.2 195.22 3 (See 111-0 120 60.010 Route 3 ..... Sprinkler Notes) 2008 35-5 158.90 3.3160 0.022148 11-0 0.244 2008 35'-5 25.2 195.61 3 (See 63'101/2 120 60.254 Sprinkler, 40-10% 0.446 Notes) 349 34.41/ 354.51 3.3160 0.097741 fT(19'-O), P0(21-11) 104-9 10.238 70.937 Total(Pt) Route 3 2007 35-5 25.2 195.22 3 (See 9-0 120 60.010 Route ..... Sprinkler Notes) 36.31 3.3160 0.001443 9-0 0.013 4AutoSPRINK 2018 04.2.9.0 AREA #2 10/412018 1:31:48PM Page 11 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 ob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information E levi Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) ________________ (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total _________________ (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pfl and shown as nwg'vwvlus. 2006 35-5 25.2 195.24 3 (See 10'o 120 60.023 Notes) Sprinkler 2005 35-5 231.55 3.3160 0.044448 0.444 2005 35'-5 25.2 195.96 3 (See 28'2'/2 120 60.468 Sprinkler, 40'-10Y2 0.446 Notes) k~49 3441/2 427.51 3.3160 0.138200 fT(19'-O), P0(21-I1) 69-1 9.547 70.460 Total(Pt) Route 4 2011 35-6 25.2 195.41 3 (See 111 0 120 60.131 ..... Route 5 ..... Sprinkler Notes) 2012 35'-6 158.45 3.3160 0.022032 0.242 2012 35-6 25.2 195.80 3 (See 63'9% 120 60.373 Sprinkler, 40-101/2 0.423 Notes) 348 34-6% 354.25 3.3160 0.097610 fT(19'-O), P0(21-11) 104'-8/2 10.219 71.015 Total(Pt) Route 5 2011 35-6 25.2 195.41 3 (See 9-0 120 60.131 Route 6•"•• Sprinkler ________ Notes) 2010 35-6 36.96 3.3160 0.001491 9-0 0.013 IC 2010 35-6 25.2 195.43 3 (See 101 0 120 60.144 Sprinkler Notes) 2009 35-6 232.39 3.3160 0.044748 10-0 0.447 2009 35-6 25.2 196.16 3 (See 2811/2 120 60.592 Sprinkler, 40101/2 0.423 Notes) 448 34-6% 428.55 3.3160 0.138825 fT(19'-0), P0(21-11) 69'-0V2 9.583 70.597 Total(Pt) Route 6 71 -3-0 10 (See 10-0 140 117.231 Route ..... 111 -3% Notes) 69 4-0 965.90 10.5200 0.001697 3E(37'-l), BFP(-7.465) 121-31/2 7.670 69 -3-0 10 (See 15-0 150 124.901 5861/2 Notes) 8 4-0 965.90 9.5100 0.002442 T(58'-61/2) 73-6% 0.180 8 -3-0 12 (See 73'0 150 125.081 Notes) 1 46-3 58 4-0 965.90 11.3100 L 0.001050 GV(6'-ll%), T(69'-7%), C(69'-7 219-3 0.230 _____ 1/2) ,© M.E.P.CAD, Inc. )AutoSPRINK 2018 04.2.9.0 AREA#2 10/4/2018 1:31:48PM Page 12 Job Name: PACIFIC VISTA COMMERCE CENTER I Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information v 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node I Ele ot) (Fo K-Factor this step Nominal ID Devices (Foot) ___________ Fining/Device (Equivalent (q) Fitting Pf Friction Elev(Pe) Length) Fixed Pressure Losses, I Elev 2 Total Flow . Equiv. (Foot) Loss Per Unit when applicable, are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to (P0 and shown as (Foot) a ngav9 v't 125.311 Total(Pt) Route 7 5 4-0 1380.87 10 (See 160-0 150 110.584 Route 8 ..... Notes) Flow (q) from Route 1 14-10 13 -3'-O 965.90 9.7900 0.002120 EE(14-10) 174-10 0.371 13 4-0 10 (See 2220'-0 150 110.955 Notes) 350'-1 71 -3-0 965.90 9.5100 0.002442 7EE(12-10%), 4T(58-61/2), E(2 2570-1 6.276 69) 117.231 Total(Pt) Route 8 447 34'-8 36.14 6 10-0 120 70.962 "" Route 9 ..... Flow (q) from Route 2 -0.066 446 34-10 1247.21 6.3950 0.040897 10-0 0.409 446 34-10 3 (See 121'9 120 71.305 P0(21-li) Notes) 81'-9 346 34-10 30.00 3.3160 0.001014 2fT(19-0), P0(21-11) 203-6 0.206 71.511 Total(Pt) Route 9 446 34-10 30.00 6 10-0 120 71.305 Route 10 ..... Flow (q) from Route 9 -0.066 445 35'-0 1217.21 6.3950 0.039096 10-0 0.391 445 35-0 3 (See 12171/2 120 71.629 P0(21-i1) Notes) 81-9 345 35'-0 25.78 3.3160 203-5 0.000766 0.156 2fT(19-0), P0(21-11) 71 .785 Total(Pt) Route 10 445 35-0 25.78 6 10-0 120 71.629 '"' Route ll Flow (q) from Route 10 -0.066 444 35-1 V2 1191.43 6.3950 0.037578 0.376 444 35-1% 3 (See 121'8 120 71.939 P0(21-l1) Notes) 81'-9 344 35-1% 23.86 3.3160 0.000664 2f-F(19'-U), P0(21-11) 203-5% 0.135 72.074 Total(Pt) Route 11 444 351h/2 23.86 6 10-0 120 71.939 Route 12 ..... Flow (q) from Route 11 443 35-3% 1167.56 6.3950 0.036198 -0.066 0.362 I ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 AREA#2 10/4/2018 1:31:48PM Page 13 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Node I E levi (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) ________________ I Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) _________________ Friction(Pf) 443 3531/2 3 (See Notes) 12191/2 120 72.234 P0(21-li) 81-9 343 35,.31/2 24.49 3.3160 0.000696 2fT(19'-O), P0(21-11) 20361/2 0.142 72.376 Total(Pt) Route 12 443 35-3% 24.49 6 10-0 120 72.234 ••••• Route 13•"•• Flow (q) from Route 12 -0.066 442 35-5% 1143.08 6.3950 0.034806 10'-O 0.348 442 35-5% 3 (See Notes) 121-11 120 72.516 P0(21-Il) 2fT(19'-O), PO(21'-11) 81'-9 0.000867 342 35-5% 27.58 3.3160 203-8 0.177 72.693 Total(Pt) Route 13 442 35-5% 27.58 6 101-0 120 72.516 Route 14•"•• Flow (q) from Route 13 -0.066 441 35-7 1115.50 6.3950 0.033268 0.333 441 35-7 3 (See Notes) 122'0 120 72.783 P0(21-li) 81-9 341 35-7 32.78 3.3160 2fT(19-0), P0(21-11) 203-9% 0.243 73.026 Total(Pt) Route 14 441 35-7 32.78 6 10-0 120 72.783 Route 15 ..... Flow (q) from Route 14 -0.066 440 35-9 1082.72 6.3950 0.031482 0.315 440 36-9 3 (See Notes) 122-11/2 120 73.031 P0(21-il) 81-9 340 35-9 39.75 3.3160 0.001706 2fT(19-0), P0(21-11) 203-11 0.348 73.379 Total(Pt) Route 15 440 35-9 39.75 6 9-11% 120 73.031 Route 16 ..... Flow (q) from Route 15 409 35-9 1042.98 6.3950 0.029378 0.006 9-11% 0.293 409 35 -9 3 (See Notes) 122'2 120 73.330 P0(21-li) 81-9 -o.000 309 35-9 48.23 3.3160 0.002440 2fT(19'-O), P0(21-11) 203-11 0.497 73.827 Total(Pt) Route 16 M.E.P.CAD, Inc. 0111 AutoSPRlNK 2018 04.2.9.0 L. AREA #2 10/4/2018 1:31:48PM Page 14 ob Name: PACIFIC VISTA COMMERCE CENTER emote Area Number: AREA #2 Date: 10/4/2018 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) ___________ Fitting/Device (Equivalent (q) Fitting Length) Equiv. (Foot) Pf Friction Elev(Pe) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit ________________ when applicable, are added Node 2 (Foot) (Q) Actual ID Length (Foot) Total (psi) Friction(Pf) directly to (Pfl and shown as (Foot) a negative Value 409 409 35-9 48.23 6 101-0 120 73.330 - Route 17 ..... Row (q) from Route 16 0.082 408 3561/2 994.75 6.3950 0.026914 10-0 0.269 408 35.61/2 3 (See 122-1 120 73.681 P0(21-il) Notes) 81-9 -0.001 308 35.61/2 58.15 3.3160 0.003449 2fT(19'-O), P0(21-I1) 203101/2 0.703 74.384 Total(Pt) Route 17 408 35.61/2 58.15 6 10-0 120 73.681 Route 18 ..... Flow (q) from Route 17 0.082 407 35-4 936.60 6.3950 0.024076 0.241 407 35'-4 3 (See 122.01/2 120 74.004 P0(21-li) Notes) 81 -0.001 307 35.41/2 69.43 3.3160 203-9 - 9% 0.004788 2f-r(19'-O), PO(21'-11) 0.976 74.979 Total(Pt) Route 18 10-0 120 74.004 •••"Route19•••• 407 35-4 69.43 6 Flow (q) from Route 18 0.082 406 35-2 867.17 6.3950 0.020878 101-0 0.209 35-2 3 (See 122-0 120 74.295 P0(21-11) 406 Notes) 81-9 -0.001 306 35-2 82.03 3.3160 0.006518 2fT(19'-O), P0(21-11) 203-9 1.328 75.622 Total(Pt) Route 19 10-0 120 74.295 Route 20 ..... 406 35-2 82.03 6 Flow (q) from Route 19 r 0.082 405 34111/2 785.13 6.3950 0.017372 10-0 0.174 34-11% 3 (See 121-11 120 74.551 405 P0(21-li) Notes) 81-9 -0.002 305 34-11% 95.95 3.3160 0.008711 2fT(19'-O), P0(21-11) 1.774 203-81h 76.324 Total(Pt) Route 20 9-2 T 120 1 74.551 Route 21 ..... Flow (q) from Route 20 405 34.111/2 95.95 6 I- t 0.075 I 404 34-9% 0.013650 689.18 6.3950 I I 9-2 0.125 I I ©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.2.9.0 AREA#2 10/4/2018 1:31:48PM Page 15 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Date: 10/4/2018 Pipe Information I Node I Node 2 Elev 1 (Foot) Elev 2 (Foot) K-Factor Flow added this step (q) Total Flow (Q) Nominal ID Actual ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negave 'r' Fitting (Foot) ________ Pf Friction Loss Per Unit (psi) Elev(Pe) ________________ Total F (Foot) Friction(Pf) 404 34-9% 3 (See 121'11 1 120 Notes) 81-9 74.752 P0(21-11) -0.002 0.011212 304 34-9% 109.98 3.3160 203-8% 2fT(19-0), PO(21'-11) 2.284 77.034 Total(Pt) Route 21 404 34-9% 109.98 6 8-0 120 74.752 •• Route 22 ..... Flow (q) from Route 21 0.066 403 34-8 579.20 6.3950 0.009896 8-0 0.079 403 34-8 3 (See Notes) 122-0 120 74.897 P0(21-il) 2fT(19'-O), P0(21-11) 81'-9 0.013882 -0.003 303 34-8 123.44 3.3160 203-9 2.828 77.723 Total(Pt) Route 22 403 34-8 123.44 6 9-0 120 74.897 •• Route 23 ..... Flow (q) from Route 22 0.074 402 34-51/2 0.006352 455.77 6.3950 9'-O 0.057 402 34-5% 3 (See Notes) 122-01/2 120 75.028 P0(21-l1) 81-9 -0.003 302 34-6 139.89 3.3160 0.017498 2fT(19-0), PO(21'-11) 203-10 3.566 78.591 Total(Pt) Route 23 402 34-5% 139.89 6 8-0 120 75.028 ..... Route 24..... Flow (q) from Route 23 0.066 401 34-4 315.87 6.3950 0.003223 8-0 0.026 401 34'4 3 (See Notes) 122-1 120 75. 120 P0(21-11) 81-9 -0.003 301 34-4 155.67 3.3160 0.021322 2fT(19-0), P0(21-11) 203-10% 4.347 79.463 Total(Pt) Route 24 401 34-4 155.67 6 8-0 120 75.120 Route 25 ..... Flow (q) from Route 24 400 34-2 160.21 6.3950 0.000918 0.066 8-0 0.007 400 34'-2 3 (See 124'0 120 Notes) 110-11% 75.193 P0(21-li) -0.002 0.022486 300 34-2 160.21 3.3160 234-11% 2fT(19'-O), 4fE(7-3%), P0(21'- 11) Total(Pt) Route 25 5.283 80.474 , © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 AREA#2 10/4/2018 1:31:48PM Page 16 IJob Name: PACIFIC VISTA COMMERCE CENTER Remote Area Number: AREA #2 Equivalent Pipe Lengths of Valves and Fittings (C°120 only) I Actual Inside Diameter 4.87 / \ =Factor Schedule 40 Steel Pipe Inside Diameter ) Date: 10/4/2018 Value - ValueOfC 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4 Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [1 I I I I I I I I I I I I I I I I (,©M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.2.9.0 AREA #2 10/4/2018 1:31:48PM Page 17 Hydraulic Graph Job Name: PACIFIC VISTA COMMERCE CENTER N 185 Remote Area Number: AREA #2 Date: 10/4/2018 150 135 120 105 90 U) a. 45 30 15 U.LLIJ.LIIIIII III 11 0— 550 3100 4650 I I Water Supply Static Pressure 141.000 % Summary Sheet ' 9678@136.884 Node: 1000 2346.78 @ 123.171 - - 2596.78 with Hose Allowance at Source- 00@108.000_____ System demand curve :: 6200 9300 7750 10850 Flow - gpm 12400 13950 15500 ,©M.E.P.CAD, Inc. 1 AutoSPRINK 2018 04.2.9.0 10/4/2018 1:31:43PM Page 2 I I (Assigned upon plan submittal) CITY: Carlsbad PROJECT ADDRESS: Carlsbad Oaks North -Lot 23 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Pacific Vista Commerce Center SR#: PHONE: (858) 560.1141 (SB&O, Inc.) FAX NUMBER: Largest Building (ft. 2 ): 215ksf @ elev. 392' Sprinkled? Yes - ESFR Construction Type:Type V Tilt w/ hybrid 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): Whiptail Loop between Gazelle & Caribou TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 141 PSI Hydrant Number (if applicable):H61670 Elevation of test: 375 Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 8,000 GPM Residual Pressure 108 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. 1Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ Title/Org: P(9_ctManager Date: 03/01/2017 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I El Li 1 I I ISUBMITTAL PROVIDED FOR H [RIISiS1 ti 4 I Colt" Series C500, C500N, C500Z I A M E S Reduced Pressure Detector Assemblies FIRE &WATERWORKS Sizes: 21/2" - 10" (65 - 250mm) I I I I Features I • Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel I Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment I • Patented Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability I • Replaceable Check Disc Rubber Available with Grooved Butterfly Valve Shutoffs I • Bottom Mounted Cast Stainless Steel Relief Valve Metered Bypass to Detect Leakage or Theft of Water from I the Fire Sprinkler System I It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material prod- I uct, consult your local water authority, building and plumbing codes. I Job Name - Job Location I Engineer Approval - I I The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for health-hazard non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C500, C500N, C500Z are used to monitor unauthorized use of water from the fire protection system. Specifications The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies shall consist of two independent Link Check modules, a differential pressure relief valve located between and below the two modules, two drip tight shutoff valves, and required test cocks. Link Check modules and relief valve shall be contained within a sleeve accessible single housing constructed from 304 (Schedule 40) stainless steel pipe with groove end connections. Link Checks shall have reversible elastomer discs and in operation produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly consists of a meter registering either gallon or cubic measurements, a reduced pressure zone assembly and required test cocks. Assembly shall be Colt C500, C500N, C500Z as manufactured by the Ames Company. The information contained herein is not intended to replace the full product instal- lation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and prod- uct safety information before beginning the installation of this product. Contractor Approval _________ Contractor's P.O. No. Representative C500N OSY Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire & Waterworks products previously or subsequently sold. 'L. 1 I I C500BFG, ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY -NOT IN SCOPE Configurations Available Models Horizontal Suffix: "Z" pattern horizontal "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Link Checks: Noryl, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Pressure - Temperature Temperature Range: 33°F- 140°F (0.5°C - 60°C) Maximum Working Pressure: 175psi (12.1 bar) Dimensions - Weights C500, C500N, C500Z SIZE (DN) DIMENSIONS WEIGHT in. mm A in. mm C (OSY) in. mm D in. mm G in. mm H in. mm I in. mm J in. mm M in. mm P in. mm C500 lbs. kgs. C500N lbs. kgs. 21/2 65 301/4 781 16/8 416 61/2 165 29V16 738 211/2 546 15½ 393 8'3/16 223 211/4 540 13/is 335 142 64 150 68 3 80 313/4 806 18/8 479 611A6 170 301/4 768 221/4 565 171/8 435 93A6 233 23 584 141/2 368 162 73 175 79 4 100 333/4 857 22/4 578 7 178 33 838 231/2 597 181/2 470 915A6 252 261/4 667 15V16 386 178 81 201 91 6 150 431/2 1105 301/8 765 81/2 216 1 443/4 1137 1 331/4 845 233A6 589 131A6 332 321/4 819 19 483 312 142 353 160 8 200 493/4 1264 1 373Y4 959 9A6 246 1 54½ 1375 1 401/1 1019 1 277A6 697 1 151Y16 399 1 36/s 937 1 21Vs6 538 1 497 225 1 572 259 10 250 573/4 1467 1 453/4 1162 11/16 285 1 66 1676 1 491/2 1257 1 321/2 826 1 175A6 440 1 441/2 1124 1 24 610 1 797 362 1 964 437 I I Ii I I Ii I I I I I I OSY - UL/FM outside stem and yoke resilient seated gate valves BFG - ULIFM grooved gear operated butterfly valves w/tamper switch OSY FxG - Flanged inlet gate connection and grooved outlet gate connection *OSY GxF - Grooved inlet gate connection and flanged outlet gate connection *OSY GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions SIZE (DN)DIMENSIONS WEIGHT in. mm G in. mm H in. mm I in. mm J in. mm M in. mm P in. mm C500BFG lbs. kgs. 21/2 65 321/2 826 23 584 151/2 394 91/2 241 193/4 502 1513A6 402 81 37 3 80 34 864 24 610 16/16 414 101A6 256 211/4 540 161/8 410 84 38 4 100 351/8 905 251/2 648 173A6 437 1015/16 279 231/2 597 16/8 422 101 46 6 150 1 461/2 1181 1 35¼ 895 1 201/2 521 1 131/2 343 1 271/, 692 19 483 174 79 Noryl® is a registered trademark of SABIC Innovative PlasticsTM I I IT Horizontal ______ N - Pattern -----Z - Pattern 2W' (65mm) Service Flow Rated Flow *UL Rated Flow liz .MN H 50 100 150 200 250 300 350 gpm io 380 570 760 950 1140 1330 1pm 7.5 15 fps psi 3" (80mm) 16 14 N o.9 12 z H 10 H 6 ioo 200 300 400 500 gpm 380 760 1140 1520 1900 1pm 7.5 15 fps psi 4" (100mm) 26 Service Flow Rated Flow UL Rated Flow z N 22 H O 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps SUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY - NOT IN SCOPE Approvals Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps SSIFI, ** • Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. FM CIP C®us • Rated Flow identifies maximum continuous duty C US Approved performance determined by AWWA. 1047 864.4 (BFG & OSY Only) • UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. For additional approval information please contact the factory • AWWA Manual M22 [Appendix C] recommends or visit our website at www.amesfirewater.com that the maximum water velocity in services be not more than lofps. Capacity UL/FM Certified Flow Characteristics N&Z Flow characteristics collected using butterfly shutoff valves. I I I I I psi 6" (150mm) 18 Service Flow Rated Flow *UL Rated Flow 16 14 cc Z 12 10 00 6 300 600 900 1200 1500 gpm 1140 2280 3420 4560 5700 1pm 7.5 12 fps psi 18 16 14 0 12 00 a 10 3" (200mm) Service Flow Rated Flow *UL Rated Flow z I I I I I 1,1 I I I 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps 10" (250mm) 16 PSI Service Flaw Rate" Flow UL Rated Flow N d 14 4 0 500 1000 1500 2000 2500 3000 3500 gpm ioo 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps Inquire with governing authorities for local installation requirements I I I I I I I I I I I I I I I ISUBMITTAL PROVIDED FOR HYDRAULIC REFERENCE ONLY -NOT IN SCOPE A M E S FIRE &WATERWORKS A Watts Water Technologies Company USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • AmesFireWater.com USA: Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • AmesFireWatercom Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • AmesFireWater.com ES-A-0500/C500N/0500Z 1417 02014 Ames Fire & Waterworks I I I I I 1 I I I I L I 1 1 I I I I I I I I I PIPE I I I I I H I I I I I I I I I When you specify Allied Schedule-10/Schedule-40 - M-COAT sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 - M-COAT gives you the extra quality assurance you demand. Our Sch- 10 (11/4 " 8') pipe and Sch-40 (1"- 2112") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Sch-40 ASTM A135/A795 I Nominal ID. Nominal Wt. ' Wt. (H2Ojitt) I CRR ln;mm 0.0. In; mm mm Wall In; mm Lbs/Ft; kg/rn b'kg/m 1.315 iT& 0.133 ' 2.05 1 25 33.4 26.6 3.38 . 3.05 - 1/4" 1.660 1.380 2.270 2.93 32 42,1 35.1 3 __ 3.39 _________ 4.36 - 1½" 1.900 1.610 .-'145 'Z__, 3.61 40 48.3 4O.9." 3.68 . 5.37 2.375 0.154 3.656 5.13 T 50 60 52.5 3.91 5.4 2½" 4ä75 2.469 0.203 5.80 7.86 -., 1 73 62.7 5.16 8.6 11.73 NPS Nominal Nominal I.D. Nominal Wt. Wt. (H20 Filled) I CRR i;mm O.D. In; mm In; mm Wall In; mm Lbs/Ft; kg/rn Lbs/Ft; kg/rn I - 1114 1.442 0.109 1.810 2.525 7.0955 32 42.2 36.6 2.77 2.7 3.75 - 1½" 1.900 1.682 0.109 2.09 3.04 5.6570 40 48.3 42.7 2.77 3.1 4.52 - 2.335 2.157 0.109 2.640 4.22 4.5827 50 60.3 54.8 2.77 3.9 6.28 - 21/2" 2.875 2.635 0.120 3.530 5.89 3.5196 65 73 66.9 3.05 5.26 8.77 - 3.500 3.260 0.120 4.34 7.94 2.5550 75 88.9 82.8 3.05 6.4 11.82 - 4.500 4.260 0.120 5.62 11.78 1.6020 100 114.3 108.20 3.05 8.3 17.53 - 5.563 5.295 0.134 7.78 17.33 1.4874 i 150 I 6.625 I 168.3 I 6.357 I 161.5 I 0.134 I 3.40 I 9,3 I 13.8 I 23.03 I 34.27 11.0251 jjj I 200 I 219 I 209.50 I 4.78 I 25.2 59.75 I - I I I I I I I I I U Galvanized Pipe Schedule-10/Schedule-40 - M-COAT product can be "hot-dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A-123. ® Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint-ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit fire sprinkler pipe products up to 4.500" in diameter are coated with M-COAT, an advanced MIC coating that is FM approved for use in hybrid sprinkle systems. American made Able to meet "Buy American" requirement and is available through distributors in the USA, Canada, Mexico and Latin America. ® Specifications & Approvals Schedule-10/Schedule-40 - M-COAT pipe are in compliance with the following: ASTM A-i 35, Type E Grade A, and NFPA 13. All pipe products have a rated working pressure of 300 psi maximum and also meet the stringent requirements for the following applications and tests: Welded Outlets Hydrostatic Pressure I Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com amed 16100 S Lathrop Ave. • 11350 Norcom Rd. • 2525 N 27th Ave. I TUBE & CONDUIT" Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 A PART OF ,atkore .',-" "'..... .. 0 MW Submittal Data Sheet I FM Approved and Fully Listed Sprinkler Pipe Wheatland's Mega-Flow steel fire sprinkler pipe is FM Approved for roll-grooved, plain-end and welded joints for wet systems; and UL, C-UL I and FM Listed for use with roll-grooved, plain- end couplings and welded joints for wet, dry preaction and deluge systems. Mega-Thread is FM Approved for use in wet systems and is UL, I C-UL and FM Listed for wet, dry and preaction sprinkler systems. Approvals and Specifications I Both products meet or exceed these standards: ASTM A795, Type E, Grade A NFPA 13 and NFPA 14 I . Mega-Thread is approved for standard hanger spacing Manufacturing Protocols I Mega-Flow and Mega-Thread are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. I Finishes and Coatings Mega-Flow black steel fire sprinkler pipe receives a proprietary mill coating to ensure a clean, corrosion-resistant surface that outlasts I standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Mega-Thread is hot-dip galvanized to meet FM requirements for dry systems and I is safer to weld than many zinc-coated, light-wall threadable products. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Barcoding is acceptable as a supplementary identification method. MEGA-FLOW SPECIFICATIONS NPS NOM OD NOM ID UL CRR MEGA-FLOW Schedule Schedule Mega-Flow Schedule Mega-Flow Nominal Pcs./Lift 10 40 40 wt./ft. 1'/4 1.660 1.530 1.442 1.380 1.80 1.00 1.108 61 11/2 1.900 1.740 1.682 1.610 2.64 1.00 1.556 61 2 2.375 2.215 2.157 2.067 2.14 1.00 1.961 37 2½ 2.875 2.707 2.635 2.469 1.43 1.00 2.504 30 3 3.500 3.316 3.260 3.068 1.34 1.00 3.349 19 4 4.500 4.316 4.260 4.026 1.00 1.00 4.331 19 6 6.625 6.395 6.357 6.065 .75 1.00 8.000 10 'Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR Is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). MEGA-THREAD SPECIFICATIONS NIPS NOM OD NOM ID UL CRR* MEGA-THREAD Schedule Schedule . Nominal Mega-Thread Mega-Thread L.W.T. Pipe 40 40 Pcs./Luft wt./ft. 1 1.315 1.087 1.049 1.00 1.00 .61 1.462 70 lYe 1.660 1.416 1.380 1.00 1.00 .39 1.989 51 1½ 1.900 1.650 1.610 1.00 1.00 .31 2.370 44 2 2.375 2.117 2.067 1.00 1,00 .25 3.094 30 'Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CPR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). C@ APPROVED PROJECT: CONTRACTOR: DATE: I ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: COMMENTS: I i MEGA-FLOW-BLACK LI MEGA-THREAD-HOT-DIP GALVANIZED WF5.O5SI6 IIT= 700 South Dock Street infoo'wheatland,corn ir ' Tube Sbron PA 16146 wheatlarid corn P 800.2578182 Follow us on Twitter A DIVISION OF ZEKELMAN INDUSTRIES F 724 346 7260 aWheatandT,,,0e - As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. Bull Moose Fire Sprinkler Pipe Product information 0.0. (in) 1.660 1.900 2.375 2.875 3.500 4.500 .0. (in) 1.530 1.728 2.203 2.105 3.334 4.310 — Empty Weight )lb/ft( 1.222 1.844 2.330 2.809 3.361 4.968 Water Filled Weight (lb/ft) 2.019 2.860 3.982 5.299 7.144 11.290 C.R.R. 1.98 3.44 2.78 1.66 100 1.00 — Pieces per Lift 61 61 37 30 19 19 - Lift Weight (Ibs) 21 lengths 1,565 2,362 1,810 1 1,110 1,341 1,982 Lift Weight (Ibs) 24 lengths 1,789 2,700 2,069 2,022 1,533 2,265 _ Lift Weight (Ibs) 25 lengths 1,864 1 2,812 2,155 2,107 1.596 2,360 I I I I I E01! FLGVJ ADVANTAGES: UL listed (US & Canada) and FM approved ASTM A135 and A795 Type E, Grade A Certified Complies with NFPA-13, 13R and 14 Industry-leading hydraulic characteristics CRR of 1.0 and greater ALL pipe NDT weld tested APPROVED c@us LISTED t OTHER OEMi1S/SEWI(ES: We have the most stocking locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard II" bacterial-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipe® red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems .. The only maker with EPDs (to help earn LEED points). L10011 NFSA Th•• a. N FPA 800.325.4461 sates®BullMooselndustries.com I I I As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. Bull Moose Fire Sprinkler Pipe Product information 01 • 00. (in) 1.295 1.650 1.900 2.375 I.D. (in) -. 1.093 1.418 1.654 2.123 Empty Weight )lb/ft) 1.461 2.010 2.541 3.308 Water Filled Weight (lb/ft) 1.860 2.154 3.468 4.842 C.R.R. 1.00 1.00 1.00 1.00 • Pieces per Lift 10 51 44 30 - Lift Weight (Ibs) 21 lengths 2,148 2,211 2,353 1 2,084 -.. Lift weight (Ibs) 24 lengths - 2,454 2,534 2,690 1 2,382 __ Lift Weight (Ibs) 25 lengths 2,551 2,639 2,802 1 2,481 E80VUREAD 40 t1ThtES: OTHER BENEFITS/SERYIEES: I • UL Listed (US & Canada) and FM approved • We have the most stocking locations in the industry, ASTM A135 and A795 Type E Grade A Certified for best delivery and availability I Complies with NFPA-13, 13R and 14 • Plain end or roll groove Eddy Guard II' bacterial-resistant internal coating Industry-leading hydraulic characteristics Custom Length options I . CRR of 1.0 and greater Hot dipped galvanization All pipe NDT weld tested Reddi-Pipel red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge fly-Y1 I 1 0 sprinkler systems I "] The only maker with EPDs (to help earn LEED points) c®us LISTED (4w ] Al ONFSA '• APPROVED NFPA ___ • 800325 4461 I sales®BullMooselndustries.com I I I I I I I I I FITTINGS I I I I I I I I I I I I I I I I I I I I I I I I I Ductile Iron Threaded fittings I] SMITH.,COOPEIW INTERNATIONA.L Ductile Iron Threaded Fittings Specifications branded ductile iron threaded fWings are UL Listed and FM Approved at 500 psi Rated to 300 WSP U Ductile iron castings conform to ASTM A533 C 01 US LISTED Fitting dimensions conform to ASME B 16.3 Bushings and plugs conform to ASME B16.14 < > Fittings are 100% air tested APPROVED NPT threads on all fittings conform to ASME B 1.20. Independent lb verification that fittings meet applicable chemical & physical properties Manufacturing facilities are ISO 9001:2008 and ISO 14001 Temperature Workirg Pressure, Nonshock psiG Degrees F 300# Class Threaded Fittings -20to100 500 150 500 200 480 250 460 300 440 350 420 400 400 430 380 500 360 550 340 320 650 300 I I I I 0 I 2 35E 3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 Fig. 35RE3 - 90° Reducing Elbow Size in Part Number A in B in Packing Weight lb Inner I Master 3/4 x 1/2 356E3006004 1.20 1.22 80 160 0.3 1 x 1/2 35RE3010004 1.26 1.36 - 70 140 - 0.4 1 x3/4 356E3010006 1.38 1.45 50 100 0.4 1 114x 1/2 35RE3012004 134 1-.5 35 70 05 1-1/4x3/4 35RE3012006 1.45 1.63 35 70 0.6 1 1/4 x 1 35R 3012010 1 58 1 67 30 60 0 7 1-1/2x112 35RE3014004 1.52 1.75 30 60 0.6 1-112 x 3/4 35RE3014006 152 1.75 25 50 07 1-1/2x1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2x1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2x1/2 35RE3020004 1.60 1.97 18 36 - to 2 x 3/4 ' 35RE3020006 1.60 ' 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2x1 1/4 35RE3020012 190 210 12 24 13 2x 1-1/2 35RE3020014 2.02 2.16 10 20 1.5 2-1 i2 x 11/2 35RE3024014 2.i-6-- - 251 6 12 22 2-1/2 x 2 35RE3024020 1 2.39 2.60 6 12 2.5 Fig. 35F 3-45° Elbow Size in Part Number A in Packing Weight lb Inner Master 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 ., 160 ,• - 0.3 1 35F 3010 1.13 40 80 0.5 1 1/4 35F 3012 129 25 50 07 1-1/2 35F 3014 1.44 20 40 , 1.0 2 - 35F 3020 1.-69 10 20 - 1.6 2-1/2 35F 3024 1.95 4 8 2.7 Fig. 35T 3- Tee Size in Part Number A in Packing Weight lb Inner Master 1/2 35T 3004 1.13 80 160 0.3 3/4 35T 3006 1.31 30 60 0.5 1 3513010 1.50 25 50 0.7 1-1/4 3513012 1.75 10 - 20 1,1 1-1/2 35T 3014 1.94 10 20 1.5 - 2 3513020 225 6 12 24 2-1/2 35T 3024 2.70 4 8 4.3 111 SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.srnithcooper.com Fig. 35RT3 - Reducing Tee C@US APPROVED LISTED I Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 1 x 1/2 35RT3010004 1.26 1.36 30 60 0.6 1.26 lx 1/2x 1 - 35R13010004010 1.50 1.36 1,50 30 60 0.6 1 x 3/4 35RT3010006 1.38 1.38 1.45 25 50 0.6 1x3/4x3/4 35RT3010006006 1.38 1.31 1.45 35 70 0.6 1x3/4x1 35RT3010006010 1.50 1.45 1.50 25 50 0.7 1-1/4 x1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4x 1!2x 1-1/4 357R 20 T30104012 1.75 1.53 1.75 25 50 0.9 1-1/4x3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4 x 3/4 x 1-1/4 35Rt30120066i2 1.75 1.62 1.75 20 40 1.0 1-1/4x1 35RT3012010 1.58 1.58 1.67 15 30 1.0 1-1/4x1 x1/2 35RT3012010004 1.34 1.26 1.53 25 _5 1-1/4x1x3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1 - A x 1 x 35RT3012010010 158 150 169 20 40 09 1-1/4xix1-1/4 356T3012010012 1.75 1.69 1.75 15 30 1.0 1-1/2 x 1/2 35RT3014004 141 1.41 1.66 16 32 1.0 1-1/2x1/2x1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2x 1/2x 1-1/2 35RT3014004014 1.94 ' 1.66 1.94 12 24 1.2 1-1/2x3/4 35RT3014006 1.52 1.52 1.75 16 32 1.1 1-1/?x3/4x1-l/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-1/2x3/4x1-l/2 35RT3014006014 1.94 1.75 1.94 18 36 1.2 1-1/2 x 1 35RT3014010 165 165 180 12 24 12 1-1/2x1x1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2x1x3/4 35R13014010006 1.50 1.44 1.75 16 32 0.9 1-1/2x1x1 35RT3014010010 1.65 1.50 1.80 16 32 1.0 1-1/2 x lxi 1/4 35R13014010012 182 167 188 12 24 12 1-1/2x1x1-1/2 35RT3014010014 1.94 1.80 1.94 12 24 1.3 l-1/2x 1-1/4 35R13014012 1.82 - 1.82 1.88 12 24 1.4 1-1/2x1-1/4x1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1!2x1-114x3/4 35RT3014012006 1.52 1.45 1.75 - 16 32 1.0 l-1/2x1-1/4x1 35RT3014012010 1.65 1.58 1.80 16 32 1.1 11/2x1 1/4x1 1/4 35RT3014012012 182 175 188 14 28 13 1-1/2x1-1/4x1-1/2 35RT3014012014 1.94 1.88 1.94 14 28 1.4 2x1/2 35RT3020004 1.49 1.49 1.88 10 20 1.5 2x3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2x1 ' 35RT3020010 1.73 1.73 2.02 8 ' 16 1.7 2 x 1 x 2 35RT3020010020 2.25 2.02 2.25 8 16 1.9 2 x 1-1/4 35RT3020012 1.90 1.90 2.10 8 16 1.9 2x1-1/4x2 35RT3020012020 2.25 2.10 2.25 8 16 2.0 2 x 1-M 35RT3020014 i.02 _2 02 216 8 16 2.1 2x1-1/2x1/2 35RT3020014004 1.49 1.41 1.88 10 20 1.3 2x1-1/2x3/4 35Rt3020014006 1.60 1.52 1.97 10 20 1.4 2x1-112x1 35RT3020014010 1.73 1.65 2.02 8 16 1.5 ?x1-1/2x1-l/4 35R13020014012 1.90 1.82 2.10 8 16 1.7 2x1-1/2x1-l/2 35RT3020014014 2.02 1.94 2.16 8 16 1.8 Fig. 351T3 - Bull Head Tee Size in Part Number A in B in C in Packing Weight lb Inner Master 3/4x 1 358T3006010 1.45 1.45 1.37 30 60 0.6 1 x 1-1/4 35BT30l0012 1.67 1.67 1.58 20 40 0.9 lx 1-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 1-1/4x1x1-1/2 35B13012010014 1.88 1.80 1.82 15 30 1.2 1-1/4 x1-1/2 35B13012014 1.88 1.88 1.82 15 30 1.3 l-1/4x2 35BT3012020 2.10 2.10 1.90 10 20 1.6 1-1/2x1-1/4x2 35BT3014012020 2.16 2.10 2.02 10 20 1.8 l-l/2x2 35BT30l4020 2.16 2.16 2.02 8 16 1.8 I I ill SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • wwsmithcooper.com 112 I I I I ri I 1 I I I I F] <ji> APPROVED Fig. 3503 - Straight Coupling with Ribs LISTED I I NMI IA I I I I Iwo Size in Part Number ___ A in Packing Weight lb Inner Master 350P3004 1.38 200 400 0.1 3 163 100 200 02 1 35CP3010 60 120 - 0.4 1-1/4 35C03012 2.00 70 0 1-1/2 35CP3014 2.19 25 0.7 2-1/2 35CP3024 3.00 9 - 18 2.2 Fig. 35RC3 - Hex Reducing Coupling Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35R03010004 1.69 80 160 0.3 1x3/4 35RC3010006 1.69 60 120_ 0.4 1-1/4 x 3/4 35R03012006 2.06 40 80 - 0.6 2x 1 (not hex) 35RC3020010 2.81 20 40 1.0 Fig. 35HB3 - Hex Bushing Size in Part Number A in Packing Weight lb Inner Master 1 x 1/2 35HB3010004 1.06 180 360 0.2 35HB3010006 106 180 360 01 1-1/4 x1 F Q4.2Qj 1.19 90 180 0.2 11/2x1 35H83014010 75 150 04 1-1/2x1-1/4 35HB3014012 1.25 150 0.3 2 x 1 35HB3020010 1.38 40 0.6 2x 1-1/4 35H83020012 1.38 40 80 0.6 2x1-1/2 35HB3020014 1.38 40 80 0.6 Fig. 35SP3 - Square Head Plug Size in Part Number A in Packing Weight lb Inner Master 1/2 35SP3004 0.94 600 1200 0.07 3/4 35SP3006 112 350 700 '&1- 1 35SP3010 1.25 200 400 0.1 11/4 35S 3012 1.37. 100 200 03 1-1/2 35SP3014 1.44 80 160 - 0.4 - 2 35S030 - - 02 1.50 45 90 0.6 Fig. 35U 3- Union with Brass Seat Size in Part Number A in Packing Weight lb Inner Master 1 35U 3010 2.19 20 40 1.0 1-1/4 35U 3012 2.50 15 30 1.2 1-1/2 35U 3014 2.62 10 20 1.7 2 35U 3020 3.12 - 6 12 2.4 113 SMITH-COOPER INTERNATIONALS • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 • www.smithcooper.com APPROVED LISTED Fig. 35X 3— Cross I I I I Size n Part Number _______ A in Packing Weight lb Inner j. Master 1 - X3010 1.50 20 40 0.9 1-1/4 35X30 1.75 12 24 1.4 1-1/2 35X3014 1.9 8 16 1.8 2 35X 3020 2.25 6 12 2.8 Fig. 35RX3 — Reducing Cross Size Part Number A in B in Packing Weight lb Inner Master 1-1/4x1 35R 1.67 1.58 15 30 1.2 11/2x1 35RX3014010 18 5 12 24 14 2 x 1 35RX3020010 2.02 1.73 16 2.0 Fig. 35C 3— Cap [1 Size in Part Number A in Packing Weight lb Inner Master 1/2 350 3004 0.87 300 600 0.1 3/4 35C 3006 097 200 400 01 1 35C3010 1.16 110 220 0.2 1-1/4 35c 3012 1.28 70 -1' 40 0.4 1-1/2 3503014 1.33 50 100 0.5 2 3503020 145 25 50 08 2-1/2 350 3024 1.70 18 36 1.6 I I I Dl Fig. 35BC3 — Beam Clamp s 1I ize in Part Number A in Packing Weight lb Inner I Master 3/8 35B03003 100 200 0.3 1/2 35B03004 0.75 160 0.5 I I I I SMITH-COOPER INTERNATIONAL® • TOLL FREE 1-800-766-0076 • FAX (323) 890-4456 0 www.smithcooper.com 114 (') I LPC and V4S ApploVed, L notes on page 4 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS or PATENTED (GasIaet Srstrn - FireLock® Rigid Coupling I STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) I FireLockg Style 005 rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design I permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. I Vic-PlusTM Gasket System: In North America, Victaulic® offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-PlusTM System (patented) is dry, clean, and I non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over- lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. I I I LISTING/APPROVALS The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Related Working Pressure - psi Related Working Pressure - psi Related Working Pressure - psi U WL JW 5 1¼ -3 175 175 175 EL 1 1/4 -2 300 N/A N/A , MT 14-2 300 N/A N/A 114-4 350 350 350 ET 11/4_2 300 N/A N/A STF 114-4 N/A N/A 300 10,40 5-8 300 300 300 EL 4-6 3008 N/A 300 Steady 1,2 N/A N/A 300 - BLT 114-2 300 300 N/A FF 114-4 N/A N/A 300 TF 3-8 N/A , N/A 300 DE 1 1/4-4 300 - 300 300 GAL-7 11/n 2 300 N/A N/A WLS 114-2 300 300 N/A DT 1 1/4 - 2 300 300 N/A MLT 11/4 -2 300 N/A N/A XL 14 -3 300 300 300 EF 1Y-4 175@ N/A 175 MF 114-4 300 N/A 300e FM approved for service in 1112 - 4" pipe. 8 UL Listed for service up to 4' pipe only. @ UL Listed for service up to 3' only. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Location Date Approved Date Para I www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY- ALL RIGHTS RESERVED. PRINTED IN THE USA. X0 A—c—tau1 i c Dril I lflfl') 1 I I I I I I I DIMENSIONS Rated for wet and dry sprinkler systems at 350 psi/2413kPa for 11/4 - 4/32 •- 100mm sizes and 300 psi /2068 kPa for 41/4 -. 87108 - 200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005 is rigid and does not accommodate expansion, contraction or angular deflection. I I I U I I I I I I I I I I I I r IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) IL!A174 ii __ ____________ LLJLt iL ) II i flj1i 1 JL 1 /4 1.660 350 755 0.05 2.75 ' 4.50 1,88 1.2 32 42.4 2413 3370 1.2 - 2 Mx 2¼ 70 114 148 0.5 1 /2 1.900 350 990 0.05 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 2-x 3/8 2¼ 76 121 148 0.5 2 2.375 350 1550 0.07 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 2-1/8x2½ 89 133 148 0.7 2½ 2.875 350 2270 0.07 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 2-3/8x21/2 102 146 148 .09 76.1 mm 3.000 350 2475 0.07 2 -%x2½ 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 105 146 148 0.9 3 3.500 350 3365 0.07 4.63 6.13 1,88 2.1 80 88.9 2413 14985 1.7 2-'3/rx2½ 118 156 148 1.0 4 4.500 350 5565 0.16 2-1/8x21/2 5.75 7.25 2.13 3:1 100 114.3 2413 24770 4.1 146 184 54 1.4 4.250 300 4255 0.16 5.63 7.25 2.13 3.1 108.0mm 108.0 2068 18940 4.1 2-3/a x2½ 143 184 54 1.4 5 5.563 300 7290 0.16 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 2_1/x53 175 229 54 2.0 5.250 300 6495 0.16 6.63 9.00 2.13 4.5 133.0 mm 133.0 2068 28900 4.1 2- ½ x 2A 168 229 54 2.0 5.500 300 7125 0.16 6.88 9.00 2.13 4.8 139.7 mm 139.7 2068 31715 4.1 2-½x2~ 175 229 54 2.2 6 6.625 300 10340 0.16 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 2 - ½x3 203 254 53 2.3 159.0 mm 6.250 300 9200 0.16 2 - /2 x 2 3/4 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 6.500 300 9955 0.16 8.15 10.00 2.13 5.5 165.1mm 165.1 2068 44295 4.1 2-½x3 207 254 54 2.5 8 8.625 300 17525 0.19 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 2 - Mx 4¼ 267 . 334 67 5.1 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for perfoi- mance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con- sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar/175 psi. I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 412006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. iry , \4taulicr 011711 1 I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS FireLock® Rigid Coupling I STYLE 005 WITH VIC.PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America); red enamel (Europe) I Optional: Hot dipped galvanized Gasket: I . Grade "E" EPDM - Type A Vic-Plus' Gasket System t (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus° Gasket System, requiring no field I lubrication for most installation conditions. Grade L" Silicone I Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. "E" For dry services, Victaulic continues to recommend the use of Grade Type A FlushSeal® Gasket. Contact Victaulic for details. I Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. Standard gasket and FlushSeal gasket approved for dry pipe systems to —40°F/-40°C. Based on typical" pipe surface conditions, supplemental lubricant is recommended for services installed I below 0°F/-18°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. I I I I I I I I www.victaulic.com \JtauIic° I vIcTAuuc IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2006 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. FireLock® Rigid Coupling STYLE 005 WITH VIC-PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. I NOTE This product shall be manufactured by Victaulic or to Victaulic specifications, All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. I I I I I I I I I I III1II 1111111 IllIllUllIll II liii III II WCAS-697KR4 For complete contact information, visit www.victaulic.com 10.02 1538 REV 1 UPDATED 912006 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. in A., A tauIic I I I I I I www.victaulic.com vicTAuLic IS REGISTERED TRADEMARK OF VIcTAuLIC COMPANY. © 2013 vIcTAuLIc COMPANY. ALL RIGHTS RESERVED. REV B I I I I JOB/OWNER System No. Location I I CONTRACTOR ENGINEER Submitted By Spec Sect Date Approved Date Para 4tauIcr 10.64 1 I FireLock EZ® Rigid Coupling STYLE 009N The FireLock EZ Style 009N coupling is a rigid, installation-ready coupling for fire protection pipe joining. The coupling's unique design eliminates loose parts, insures consistent installation and provides substantial gains in productivity. IMPORTANT FireLock EZ Style 009N couplings are recommended for use ONLY on fire protection systems PATENTED LISTINGS/APPROVALS * The information provided below is based on the latest listing and approval data at the time of publication. Listings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Standard Pipe 1¼ 175 365 365 365 365 32 1206 2517 2517 2517 2517 1½ 175 365 365 365 365 40 1206 - 2517 2517 - 2517 - 2517 2 175 365 365 365 365 50 1206 2517 2517 2517 2517 21h 365 365 365 365 65 2517 2517 2517 2517 76.1 N A 365 365 365 6. mm 365 2517 2517 2517 2517 N/A 365 365 365 / 365 80 2517 2517 2517 2517 108 mm Refer to Submittal 10.61 N / A 365 365 365 - 365 100 2517 - 2517 2517 2517 133 mm Refer to Submittal 10.61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 Refer to Submittal 10.61 150 * Listed/Approved for wet and dry pipe systems (>-40°F/-40°C) for continuous use in freezing conditions, use of silicone gaskets is recommended. Please refer to the Victaulic Installation Manual (1-009N/009H) for details concerning when supplemental lubrication is required. I I I I I I I I I I I I I IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 10.64 FireLock EZ® Rigid Coupling STYLE 009N LISTINGS/APPROVALS Speciality Pipe I .. BLT 1 /4 - 2 300 300 EZI 1 4 - 2 300 300 MT 11/4-2 300 300 1/4-4 2068 300 2068 300 1/4-4 2068 300 2068 300 1/4-2 2058 N/A 2068 300 DF FF MILT 1 1/4-2 2068 08 2068 30608 1¼-4 2068 N/A 2068 300 14-2 N/A 2068 300 DT ELF ST 1/4-4 206 175 175 11/4_2 N/A 2068- 300 11/4-4 N/A 2068 300 EF FLT STF 1/4-2 ios 08 1206 20608 1(4-2 N/A 2068 300 TF 2(4-4 N/A 2068 300 EL FLTL 1 1/4 -2 300 300 11/4- 2 300 300 11/4 -2 300 300 ET40 GL WLS 2068 300 2068 300 1/4-4 2068 300 2068 300 WST 14-2 2068 N/A 2068 175 EZF ME 2068 2068 2068 2068 14 -2 2068 300 1206 206 3008 XL STYLE 009N DIMENSIONS I I I I I I I I ~Ok7A . , . STYLE 009N PRE-ASSEMBLED (PUSH ON CONDITION) STYLE 009N JOINT ASSEMBLED ls iflsk l ti r r it IIt Lt ) OJ / it .. 1¼ 1.660 365 790 0.10 2 - 1/s x 2 3.10 4.90 2.70 4.90 1.92 ' 1.4 32 42.4 2517 3514 2.54 - - MID x2 79 124 69 124 49 0.7 11/2 1,900 365 1035 0.10 2 - /8 x 2 3.30 5.10 3.00 5.10 1.92 1.5 40 48.3 2517 4604 2.54 -M1Ox2 84 129 76 129 49 0.7 2 2.375 365 1616 0.12 2 - 3/ x 2 3.90 5.60 3.50 5.60 1,95 1.9 50 60.3 2517 7193 3.05 -M10x2 - 99 142 89 142 50 0.9 21/2 2.875 365 2370 0.12 2 - 1/8 x 2½ 4.50 6.10 4.00 6.10 1.95 2.1 65 73.0 2517 10542 , 3.05 -M10x21/2 114 155 102 155 50 1.0 76.1 mm 3.000 365 2580 0.12 2 - ½ x 2 112 4.56 6.00 4.05 6.06 1.94 2.1 76.1 2517 11476 3.05 - M10x 2½ 115.7 152.5 102.8 153.9 49.2 1.0 3 3.500 365 3512 0.12 2 - 3/4 x 2½ 5.10 6.70 4.60 6.70 1.95 2.3 80 88.9 2517 15622 3.05 -M10x21/2 129 170 117 170 50 1,0 108 mm Refer to Submittal 10.61 - - 4 - 4.500 365 5805 0.17 2 - 1/8 x 2 1/2 5.95 7.80 5.54 7,47 2,14 2.9 100 114.3 2517 25822 4.32 - MID x 2½ 151 199 141 190 55 1.3 133 mm Refer to Submittal 10,61 139.7 mm Refer to Submittal 10.61 165.1 mm Refer to Submittal 10.61 6 Refer to Submittal 10.61 150 * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. See page 1 of this document for Listed/Approved ratings on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown in the chart on page 1, specific to pipe schedule and size. The allowable pipe separation dimension shown is for system layout purposes only. FireLock EZ couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. I I I I I [1 I I I I www.victaulic.com vIcTAuLIc IS REGISTERED TRADEMARK OF VICTAULIc COMPANY. 6 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.64 2 \4taul iC REV B STYLE 009N I MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel (North America, Asia Pacific) Red enamel (Europe) Optional: Hot dipped galvanized Gasket: Grade "E" EPDM (Type A) FireLock EZ products have been Listed by Underwriters Laboratories Inc., Underwriters Laboratories of Canada Limited, and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services within the rated working pressure. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. I GENERAL NOTES NOTE: When assembling FireLock EZ couplings onto end caps, take additional care to make certain I the end cap is fully seated against the gasket end stop. For FireLock EZ Style 009N couplings, use FireLock No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps con- taining the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009N couplings. I IMPORTANT: Gaskets intended for the Style 009 or Style 009V couplings cannot be used with the Style 009N coupling. There is no interchanging of gaskets or housings between coupling styles. USE OF FLUSHSEAL GASKETS "E" FireLock EZ couplings are supplied with FireLock EZ Grade Type A gaskets. These gaskets FOR DRY PIPE SYSTEMS include an integral pipe stop, that once installed provides the same benefits as a FlushSeal gasket for I dry pipe systems. It should be noted that standard FlushSeal gaskets are not compatible and cannot be used with the FireLock EZ couplings. I. INSTALLATION See publication: 1-009N/009H. Reference should always be made to the 1-100 Victaulic Field I Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. I. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. I NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the I right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 10.64 7072 REV B UPDATED 02/2013 ictaulic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 10.64 I I I I S I U [T I I Coupling STYLE 75 ® ILPCBI SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi/3450 kPa depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Housing Coating: Orange enamel. Optional: Hot dipped galvanized and others. Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°FI+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. I I LI I I I I I I I I JOB/OWNER System No. I Location - Grade "T" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F/+60°C and water over +150°F/-I-66°C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. CONTRACTOR ENGINEER Spec Sect Para___________ Approved Date Submitted By Date I www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY, © 2006 vITAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. \4tau1icr D'U U na ng 1 DIMENSIONS ominat I O clua uts nche Diam id- mm MkpP-. WN1 1 1.315 500 680 25 33.4 3450 3025 1¼ 1.660 500 1080 32 42.2 3450 4805 1/2 1.900 500 1.420 40 48.3 3450 6320 2 2.375 500 2.215 50 60.3 3450 9860 21/z 2.875 500 3.245 65 73.0 3450 14440 76.1 mm t 3.000 500 3.535 76.1 3450 15730 3 3.500 500 4.800 80 88.9 3450 21360 3½ 4.000 500 6.300 90 01.6 3450 28035 4 4.500 500 7.950 100 114.3 3450 35380 108.0 mm 4.250 450 6.380 108.0 3100 28395 41/2 5.000 450 8.820 120 127.0 3100 39250 5 5.563 450 10.935 125 141.3 3100 48660 133.0mm 5.250 450 9.735 133.0 3100 43325 139.7 rnm * 5.500 450 10.665 39.7 3100 47460 52.4mm 6.000 450 12.735 152.4 3100 56670 6 6.625 450 15.525 150 168.3 3100 69085 i I 811ii1Iii ir 1~ j 1 0 -0.06 .,, 0.57 2.38 4.27 1.77 1.3 0-1.6 48 61 108 45 0.6 0-0.06 2 -10 0.45 2-3/a x2 2.68 4.61 1.77 1.4 0-1.6 38 . 68 117 45 0.6 0-0.06 1 -56 0.40 2 '/a 2 - x 2.91 4.82 1,77 1.5 0-1.6 - 122 45 0.6 0-0.06 1 31 0.32 I8X2 3.43 5.22 1.88 1.7 0-1.6 26 87 133 48 0.8 0-0.06 - 1 15 0.26 2'- 'is x 2 3.88 5.68 1.88 1.9 0-1.6 22 98 144 48 0.9 0-0.06 1 -12 0.26 2-3/sx2 4.00 5.90 1.88 1.9 0-1.6 22 102 150 48 0.9 0-0.06 1-2 0.22 2-½x2~ 4.50 7.00 1.88 2.9 0-1.6 18 , 114 178 48 1.3 • 0-0.06 0'- 54' 019 2- x 28 5.00 7.50 1.88 2.9 0-1.6 6 , " 127 191 , 48 1.3 0-0.13 , 1 -36 0.34 . 2-½x23/4 5.80 8.03 2.13 4.1 0-3.2 28 - 147 204 54 1.9 0-0.13 V -41' 035 -1" x 700 7.79 2.13 3.7 0-3.2 29 ' - 141 , 198 54 1.7 0-0.13 1'- 6' 0.25 -1/8 < 31/ 6.13 9.43 2.13 5.5 0-3.2 , ' 21 ' 156 240 54 2.5 0-0.13 1-18 0.27 2- 5/ x 31/4 6.88 10.07 2.13 5.8 0-3.2 23 175 256 54 2.6 0-0.13 1 , -21 0.28 2- 16 x 82.5 6.55 9.37 2.13 6.0 0-3.2 , 24 166 238 54 , 2.7 0-0.13 1 - 1$ , 0.28 - ½ x 6.80 9.59 2.13 6.3 0-3.2 , 24 173 244 54 2.9 0-0.13 , 1 -12 0.21 2-V5x3/4 7.38 10.48 1.88 6.2 0-3.2 18 187 266 48, 2.8 0-0.13 1 , 0.23 2 - 5/ x 3 /a 8.00 11.07 2.13 7.0 0-3.2 s 203 281 54 3.2 I I I I I I I I I I I I L I CARBON STEEL PIPE - GROOVED COUPLINGS Coupling STYLE 75 UbIU I I I I I www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. Arz nm ') 4tauiicr D5I U I CARBON STEEL PIPE - GROOVED COUPLINGS Ub.0 Coupling STYLE 75 DIMENSIONS - 1 UR i!19pa - 1Li 159.0mm 6.250 450 13.800 0-0.13 r - 2-16x82.5 0.24 7.63 10.49 2.13 6,8 159.0 3100 61405 0-3.2 20 194 266 54 3.1 x3¼ 165.1 mm t 6.500 450 14.940 0-0.13 , 0.23 7.84 10.66 2.06 7.2 165.1 3100 66483 0-3.2 19 2-5/a 199 271 52 3.3 2mm# 8.000 450 22.635 00.13 0 - 54 2-~x4¼ 0.16 9.72 13.33 2.31 12.5 203. 203.2 3100 00725 0-3.2 13 247 339 58 5.7 8 8.625 450 26.280 0-0.13 0 - 50' 2- ~ x4¼ 0.18 10.34 13.97 2.32 2.4 200 219.1 3100 16945 0-3.2 14 263 355 59 5.6 - 2-14x5½ 254.Omm# 10.000 350 27.500 0-0.13 0" 43' 0.15 12,16 15.81 2.53 20.8 254.0 2400 22375 0-3.2 11 309 402 64 9.4 304.8mm 4 12.000 350 39.500 0-0.13 0 2 - 14 x 5½ -36' 0.13 14.16 17.69 2.53 23.6 304.8 2400 175775 0-3.2 9 360 449 64 10.7 Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for /4-31/2/20 - 90 mm; 25% for 4"/loomm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. ________ I I I I I I I www.victauIiccom \/ictaullice VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. orI U ( — Coupling STYLE 75 1 WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. INSTALLATION Reference should always be made to the 1-100 Victaulic Field Installation Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. II II I IH 1111111111111111 III 1111111 III WCAS-6QAQQT For complete contact information, visit www.victaulic.com 06.05 1470 REV H UPDATED 912006 vicTAuLic IS REGISTERED TRADEMARK OF VICTAuLIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA- A9 ( 'sjtauIicr I I I I I I I I I I I I I I I Reducing Coupling SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 The Style 750 Reducing Coupling permits direct reduction on the piping run. Designed to replace two couplings and a reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger pipe during vertical systems assembly is available upon request. I I I I Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-4542. Ductile iron conforming to ASTM A-395, grade 65-4545, is available upon special request. Housing Coating: Orange enamel Optional: Hot dipped galvanized and others Gasket: (Specify choice*): Grade "E" EPDM (All other sizes) EPDM (Green color code). Temperature range —30°F to +230°F/-34°C to +110°C. Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F/+30°C and hot +180°F/+82°C potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "1" nitrile Nitrile (Orange color code). Temperature range —20°F to +180°F/-29°C to +82°C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F/+66°C or for hot dry air over +140°F/+60°C. * Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Optional: Assembly Washer: Galvanized, carbon steel Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. [1 JOB OWNER CONTRACTOR System No. Submitted By Spec Sect Para__________ I Location Approved I www.victauliccom x 0 4i at a _U1 i C VICTAULIC is REGISTERED TRADEMARK OF VICTAULIC COMPANY, © 2006 vIcTAuuc COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. oI U (tZ VQ 1 I I El I I I I I I I IPS CARBON STEEL PIPE - GROOVED COUPLINGS Ub.Uö FM Reducing Coupling SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS STYLE 750 DIMENSIONS I ll !ZWI j ] -e V 2 2 1 350 1000 0-0.07 .,, 0.20 , 3.38 5.28 1.88 2.7 50 25 , 2410 4450 0-1.8 0 -5 17 2- z8x2 85 134 48 1.2 1 ½ 350 1000 0-0.07 , -57' 0.20 - 3/ < 3.38 5.28 1.88 2.0 40 2410 4450 , 0- 1.8 17 , 85 134 48 1.0 2½ 2 500 2215 0-0.07 0.16 4.00 5.93 1.88 3.1 65 50 3450 9850 0-1.8 0 - 47' 14 , -4x2 102 151 48 1.4 U 76.1 mm x 2 350 1550 0-0.07 0.16 , ,. 4.38 6.63 .88 4.6 50 2410 6900 0-1.8 0 2- 14 nx2-/ 111 168 48 2.1 3 2 350 1550 0-0.07 0.13 , 4.75 7.13 1.88 4.9 80 X 50 2410 6900 0-1.8 0 -39 2-nx2i3 121 181 48 , 2.2 2½ 500 3250 0-007 . 0.13 4.75 7.13 1.88 4.3 65 3450 14460 01:8 0 )9 2-½x2~ , 121 181 48 2.0 889mm x 761 mm 350 2275 0- 0.07 0' 3°' 0.13 ' - ; x 2/ 4.75 7.13 .88 4.2 2410 10125 0-1.8 ' 11 121 181 48 1.9 4 2 350 1550 0-0.13 1° 2- ,s 0.28 6.25 8.90 2.25 8.1 100 50 2410 6900 0-3.2 , ' 25 x3/ , 159 226 57 3.7 2½ 350 2275 0-0.13 0.28 6.25 8.90 2.25 8.6 65 2410 • 0125 0-3.2 I - 9 25 2-5sx3½ 159 226 57 , 3.9 3 500 4810 0-0.13 1'- 9' 0.28 2 - -/a x 35/ 6.00 8.90 2.25 6.7 80 3450 , 21400 0-3,2 25 152 226 57 3.0 114-3 mm x 761 mm 350 2275 0--0.13 1'- 10' 0.28 2 - 5/ 3 , 6.25 8.90 2.25 6.9 2410 10125 0-3.2 - 25 159 226 57 * 3.1 5 4 350 5565 0-0.13 , 0.22 .. 7.18 10.70 2.13 11.2 125 100 2410 24765 0-3.2 1' -3 19 2-~x 4 34 182 272 54 5.1 6 4 350 5565 0-0.13 0'- 52' 0.18 3- Y 4 ' f 8.63 11.90 2.25 16.7 150 ' 100 2410 24765 0-3.2 15 181 302 57 7.6 5 350 8500 0-0.13 0.18 8.31 11.90 2.25 12.9 125 , 2410 37825 0-3.2 0-52 15 2-%x4 , , 211 302 57 5.9 165.1 mm x 4 350 5565 0-0.13 0'- - i 0.19 2-' x 4 V 8.63 11.90 2.25 15.2 100 2410 24765 0-3.2 16 ' , 219 302 57 6.9 8 6 350 12000 0-0.13 . 0,13 10.81 14.88 2.50 22.4 200 150 2410 53400 0-3.2 0 -38 11 2- /8x5 275 378 64 10.2 Refer to notes on back cover. Style 750 Reducing couplings should not be used with end caps (#60) in systems where a vacuum may be developed. Contact Victaulic for details. 17 I www.victaulic.com tauliC VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. iC na no 13 O%I U IPS CARBON STEEL PIPE - GROOVED COUPLINGS Reducing Coupling STYLE 750 FLOW DATA HEAD LOSS The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard short body reducing pipe fittings. Equivalent lengths of standard weight steel pipe are shown in the tables. All data is based on water flowing at ambient temperature. FLOW REDUCING FLOW EXPANDING I I I I I I I Ub.Uö SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS 2 1 5.9 1 2 2.7 50 25 1.8 25 50 0.8 1 1/2 2.0 1½ 2 1 .9 40 06 40 50 0.6 21/2 2 1.9 2 21/2 1.0 65 50 0.6 50 X 65 0.3 76.1 mm c 2 1.9 76 mm 0.6 .1 1.0 50 0.3 3 2 5.5 3 3.5 80 50 1.7 80 1.1 21/2 3.8 4 3.0 65 1.2 100 0.9 88.9mm x 76.1 mm 3.8 2½ 3 2.5 1.2 65 80 0.8 2 6.0 4 3.0 100 50 1.8 100 0.9 2½ 6.0 76.1 MM x 2.5 88.9 mm 65 1.8 0.8 3 6.0 3.0 114.3mm 80 1.8 0.9 114.3mm x 76.1 mm 6.0 3 4 2.5 1.8 80 100 0.8 4 3.0 4 5 3.3 125 100 0.9 100 125 1.0 6 4 6.0 6 4.6 150 100 1.8 150 1.4 5 4.5 4.6 165.1 mm 125 1.4 1.4 4 6.0 5 6 2,3 165.1 mm 100 1.8 125 150 0.7 8 6 7.3 6 8 6.0 200 150 2.2 150 200 1.8 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. Dci, U I I I I I I I I I I I I 4tauiicr I4 t4Q I Reducing Coupling STYLE 750 SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS I I GENERAL NOTES * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. Maximum working pressure rating based on larger pipe size. Maximum End Load rating based on smaller pipe size. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1112 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 —3 ½720 —90 mm; 25% for 4/100mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. US & WORLD HEADQUARTERS CANADA CENTRAL AND SOUTH AMERICA P.O. Box 31 905-884-7444 1-610-559-3300 Easton, PA 18044-0031 USA 905-884-9774 (fax) 1-610-559-3608 (fax) 4901 Kesslersville Road viccanada@victaulic.com vical@victaulic.com Easton, PA 18040 USA EUROPE ASIA PACIFIC 1-800-PICK-VIC (1-800-742-5842) 32-9-381-15-00 86-21-54253300 1-610-559-3300 32-9-380-44-38 (fax) 86-21-54253671 (fax) 1-610-250-8817 (fax) viceuro@victaulic.be vicap@victaulic.com pickvic@victaulic.com UNITED KINGDOM MIDDLE EAST www.victaulic.com 44 (0)1438741100 971-4-883-88-70 1111111 ID IllIllIllIll 1011111 1111111111 44 (0)1438313883 (fax) 971-4-883-88-60 (fax) WCAS-6QAQRU viceuro@victaulic.be UPDATED 6/2006 06.08 1S36 REV H iCtUIiC VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2006 vicTAuLic COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA- 1 USA- na no I I I L I I I I I I I I I 11 0606 VICTAULIC* IS AN ISO 9001 CERTIFIED COMPANY I Styles 741 and 743 Vic-Flange® Adapters I PRODUCT DESCRIPTION _III_ I: !I ..i. I — Victaulic publication •. Reques is . .awuo. Request Victaulic I publication 10.01 . Illustrations exaggerated for clarity Style 743 Request Victaulic publication 1001 for details. I Style 741 • Style 741 Vic-Flange adapter is designed for directly incorporating flanged components with ANSI CI_. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2 - 12" (50 - 300 mm) are hinged for easy handling with integral end tabs which facilitate assem bly. Sizes 14 - 24" (350- 600 m ni) are cast in I four (4) identical segments which are interconnected as assembly is completed. The design incorporates small teeth inside the key shoulder 1.0. to prevent rotation. These teeth should be removed when Vic - Flange adapter is utilized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe or plastic pipe. Vic-Flange adapters may only be used on Vic-300 butterfly valves on one side in 2 - 8' (50 - 200 mm) sizes. They are not recom mended for 10 and 12" (250 and 300 mm) sizes. Vic-Flange adapter Style 741 is not recommended for use with Victaulic Series 709 butterfly valves (contact Victaulic for recommendations). They may only be used on one side of Victaulic Series 700 I butterfly valve, sizes 2 - 4" (50- 100. mm) fitted with standard or lever-lock handles. Vic-Flange adapter must-be assembled so it does not interfere with handle operation. Style 743 Vic-Flange Style 743 flange-to-groove adapter permits direct connection of A N SI Class 300 flanged I components into a grooved system. The two-piece, hinged housing engages into the pipe groove and bolts directly to any standard flanged co pone Fit. The conventional bolt hole pattern allows for easy, fast assembly. Style 743 rotates 360" for proper alignment of bolt holes before tightening. Vic-Flange gaskets I utilize the Victaulic pressure-responsive design, sealing on the pipe end and directly to the opposing flange face. No stand ard flange gasket is required. Style 743 is designed to mate with raised-face flanges, but can be used with flat-face flanges by removing the raised projections on the outside face of the flange. Vic-Flange Notes Because of the outside flange dimension, Vic-Flange should not be used within 90" of one another on a standard fitting. When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. Vic-Flange adapters should not be used as anchor points fortie-rods across non-restrained joints. Mating rubber faced flanges, valves, etc., requires the use of a Vic-Flange washer. Vic-Flange gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. ® REGISTERED TRADEMARK OF VICTAULIC - COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A 1534 REV Victaulic company of America Phone: 1-800-PICK-vlc (1.800-742-5842) Fax: 610-250.8811 e-mail:pickvic@victaulic.com Victaulic Company of Canada Phone: 905-884-7444 Fox: 905.884-9714 e-mail: oiccaxada@oictaulic.com Victaulic Europe Phone:32-9-381-1500 Foe: 32-9-380-4438 e-mail: viceurx@xictaelic.he Victaulic America Latina Phone: 610-559-3300 Fax: 610-559-3608 e-mail: vical@xictaulic,cool Victaulic Asia Pacific Phone: 65-62353035 Fax: 65-6235-0535 e-mail: vicap@victaulic.com vJ(cti UliC® I I 1 I Sealing Max. Max. Surface Dimensions Aprx. Pipe Size Work Pres. End Load No. Boltf Inches/mm Inches/millimeters Weight Each Nominal Actual Out Dia. Out. Dia. PSI" Lbs." Bolts Size "B" Lbs. lnimm lnJmm kPa N Req'd.t Inches "A" Max. Min. W X Y Z kg 2 2.375 300 1.330 4 /e X 2 /4 2.38 3.41 6.75 6.00 4.75 0.75 3.1 50 60,3 2065 sozo 60 07 172 152 121 19 1.4 21/2 2.875 300 1,950 4 5/u X3 2.88 3.91 7.88 7.00 5.50 0.88 4.8 65 73,0 2065 8680 73 99 200 178 140 22 2,1 3 3.500 300 2,885 4 5/e X3 3.50 4.53 8.44 7.50 6.00 0.94 5.3 80 88,9 2065 12840 89 115 214 191 152 24 2,4 4 4.500 300 4,710 8 5I0 X3 4.50 5.53 9.94 9.00 1.50 0.94 1.4 100 114,3 2065 21225 114 141 252 229 101 24 3,4 5 5.563 300 7,290 8 3/4 X 31/2 5.56 6.71 11.00 10.00 8.50 1.00 8.6 125 141,3 2065 32440 141 171 279 254 216 25 3,9 6 6.625 300 10,350 8 3/4 X 31/2 6.63 7.78 12.00 11.00 9,50 1.00 9.9 150 168,3 2065 46060 168 198 305 279 1 241 25 4,5 165,1 mm 6.500 300 9, 44320 960 8 3/4 X 31/3 6.50 7.66 11.00 9.50 1.00 10.0 165,1 2065 165 195 279 241 25 4,5 8 8.625 300 17,500 8 3 / X 31/2 8.63 9.94 14.63 13.50 11.75 1.13 16.6 200 219,1 2065 77075 219 1 252 372 343 298 29 1.5 10 10.750 300 27,215 12 /e X4 10.75 12.31 17.19 16.00 14.25 1.19 24.2 250 27310 2065 121110 273 313 437 406 362 30 11.0 12 12.150 300 38,285 12 1/ X 4 324 12.15 14.31 20.25 19.00 11.00 1.25 46.8 300 323,9 2065 170270 364 514 483 432 32 21,2 'Outer to notes an page 4. W' dimension does not apply, I Total bolts required to be supplied by installer, may he ordered from Victaulic. IMPO RIAN I NOTES: Style 741 Vic-Flange adapters provide rigid joints when used on pipe with standard cot or roll groove dimensions and consequently allow no linear or angular m090rneni at the joint. When used with Victaulic Series 700 butterfly valves, plastic pipe or light wall metallic pipe, small teeth in I.D. of key section should he removed and may be used on one side vithe valve. Contact Victaulic for information on A52129 - Table F; ISO 2084 (P810); DIN 2532 (8810) and JIS 8-2210 (106) flanges. I 06.06 DIMENSIONS Style 741 I Sizes 2 - 12' (50 - 300 mm) ANSI Class 125 and 150 Flange I Note: Gray area of mating face must he free from gouges, undulations or I deformities of any type for effective sealing. I I Style 741 Sizes 14 - 24" (350 - 600 mm) ANSI Class 125 and 150 Flanges I I I I -w 0 1 VZ Y T W k NJ Note: Gray area of muting face must be free from gouges, undulations or deformities of any typo for effective sealing. Surface Dimensions Pipe Size Max. Work. Max. End Assembly Bolts f Draw Bolts § Inches/mm Inches/millimeters Approx. Weight t Nominal Actual Pres. Load No. Each Out. Dia. Out. Dia. PSI* Lbs." Bolts Size No. Size "A" "B" Lbs. lnimm In/mm kPa N Req'd. Inches Bolts Inches Max. Mm. I V W X V Z kg 14 14.000 300 46,180 12 1X 4l/ 4 5/eX 31/2 14.00 16.30 19.50 0.88 24.50 21.00 18.75 1.44 62.0 350 355,6 2065 205500 356 416 495 22 622 533 476 37 28,1 16 16.000 300 60,300 16 1 X 4'/2 4 5/e X 31/i 16.00 18.39 21.75 0.85 27.12 2350 21.25 1.44 79.0 400 406,1 2065 268335 406 467 552 22 680 597 540 37 35.8 18 18.000 300 76,340 16 11/v 0 4n/4 4 X 41/4 18.00 2000 22.50 1.04 29.00 25.50 22.75 1.56 82.3 450 451.0 2065 339700 451 508 572 26 137 648 578 40 37,3 20 20.000 300 94,250 20 11/8 X5/ 4 X 41/4 20.00 22.50 25.25 1.17 31.50 27.50 25.00 1.69 103.3 500 508, 0 20 65 419400 508 572 643 30 800 699 635 43 46,9 24 24.000 300 135,700 20 11/4 X 53/ 4 3/ X4'/4 24.00 27.75 29.25 1.38 36.00 32.00 29.50 1.94 142.0 600 610,0 2065 603865 610 705 743 35 014 813 749 49 64,4 'Reler to notes on page 4. I Total boils required to be supplied by installer, may be ordered from Victaulic. Bolt sines for conventional flange-to-flange connection. Longer bolts required when Vic-Flange Utilized with wafer-type valves. § Draw bolts supplied with 14 . 24' 1350600 mvii Vic-Flange adapters. 2 Styles 741 and 743 Vic-Flange Adapters I I I 06.06 DIMENSIONS Style 743 Grooved pipe adapter to ANSI Class 300 flanges Note: Gray area of mating face must be free from gouges, undulations or deformities of any typo for effective sealing. £ffrA Exaggerated for ri Sealing Max. Max. Surface Dimensions Aprx. Pipe Size Wk Pres. End Load No. Bolts Bolt/Nut lnimm Inches/mm w. Each Nominal Actual Out. Dia. Out. Dia. PSI Lbs. Req'd. Size "A" "B" Lbs. InJmm lnimm kPa N t Inches Max. Min. X Y Z kg 2 2.375 720 3,190 8 5I8 X3 2.38 3.41 6.50 5.00 0.94 4.8 50 60,3 4960 14200 60 87 165 121 24 2.2 2/ 2.875 720 4.670 8 5/4 X 31/4 2.88 3.91 7.50 5.88 1.06 7.4 65 13,0 4960 20780 73 99 101 1 140 27 3,4 3 3.500 720 6,925 8 3/4 X 31/ 3.50 4.53 8.25 6.63 1.19 9.1 un 88.9 4960 30815 89 115 1 210 168 30 4,1 4 4.500 720 11,445 8 3 3/4 X 3 /4 4.50 5.53 10.00 1.88 1.31 15.3 108 114,3 4960 50930 114 141 254 200 33 6,9 5 5.563 720 17,500 8 3/4 X 5.56 6.72 11.00 9.25 1.44 17.7 125 141,3 4960 77875 141 171 279 235 37 8,0 6 6.625 720 24,805 12 3/4 X 41/ 6.63 7.78 12.50 10.63 1.50 23.4 150 1683 4960 110380 168 inn 318 270 38 10.6 8 8.625 720 42,045 12 7/ X 43/4 8.63 9.94 15.00 13.00 1.69 34.3 200 219.1 4960 187100 219 252 381 330 43 L 15,6 10 10.750 720 65,315 16 1 X 51/ 10.75 12.31 17.50 15.25 1.94 48.3 250 1 273.0 4960 290650 273 313 445 387 49 21,9 12 1 12.750 720 91,880 16 1/ X 5n/3 12.75 14.31 20.50 17.75 2.00 70.5 308 323,9 4960 408870 324 363 521 451 51 32,0 Refertu flutes on page 4. Style 743 Vic-Flange must be ordered as a factory assembly when connected to a Victaulic fitting or value. Contact Victaulic for details. 1 Total bolts required to be supplied by installer, may be ordered from Victaulic. I I I I I I I I I I I I VIC-FLANGE ADAPTER NOTES I The Style 741 (2 - 12/50-300 mm) design incorporates small teeth inside the key shoulder I.D. to prevent rotation. These teeth should he removed when Vic-Flange adapter is utilized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe or plastic pipe. Vic-Flange adapter Style 741 may only be used on one side of Victaulic Series 700 butterfly valve, sizes 2 - 4" (50 - 100 aim) fitted with standard or latch-lock handles. 2 Vic-Flange adapter must be assembled so it does notinlerfere with handle operation. Because ofthe outside flange dimension, Vic-Flange adapter should not be used within 90' of one another on a standard fitting. When wafer or lug- type values are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 Vic-Flange adapters should not be used as anchor points for tie-rods across nourestrained joints. Mating rubber faced flanges, valves, etc. requires the use of a Vic-Flange washer. 4 Area A-B noted in the above drawing must be free from gouges, undulations or deformities of any type for effective sealing 5 Vic-Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. 6 Vic-Flange hinge points mast be oriented approximately 90' to each other when mated. 7 Flange Washers: Vic-Flange adapters require a smooth hard surface atthe mating flange face for effective sealing. Some applications For which the Vic-Flange adapteris otherwise well suited do not provide an adequate mating surface. I In such cases, US recommended that a metal (Type F phenolic for Style 641 with copper systems) Flange Washer be inserted between the Vic-Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: When mating to a serrated flange: a flange gasket should he used adjacentto the serrated flange and then the I A Flange Washer is inserted between the Vic-Flange adapter and the flange gasket. B When mating to a wafer valve: where typical values are rubber lined and partially rubber faced (smooth or not), the Flange Washer is placed between the valve and the Vic-Flange adapter. I C When mating a rubber faced flange: the Flange Washer is placed between the Vic-flanges and the rubber faced flung e. D When mating AWWA castllanges to IPS flanges: the Flange Washer or Transition Ring is placed between two Vic- Flange adapters with the hinge points oriented 90' to each other. If one flange is not a Vic-Flange adapter (e.g.. • flanged valve), then a flange gasket must be placed adjacenttothatflange and the Flange Washer inserted between • the flange gasket and the Vic-Flange adapter. Transition rings ratherthan Flange Washers must be used when mating Style 741 to Style 341 Flange Adapters in sines 14 -24" (350-600 mm). E When mating to components (valves, strainers, etc.) where the component flange face has an insert: Follow the same arrangement as in Application 1. I When ordering Range Washers, always specify product style (Style 741, 743, 341, 641, 994) and size to assure proper Range Washer is supplied. I Styles 741 and 743 Vic-Flange Adapters I I I I I I I I I I I I 1 I I I I I I 06.06 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to A STM A-536, grade 65-45-12. Ductile iron conforming to A STM A-395, grade 65-45-15, is available upon special request. Housing Coating: Black enamel Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C lo+110°C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +82°C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F (+60°C) and water over +150°F (+66°C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. *Services listed are General Service Recommendations only. It should be noted thatthere are services for which'these gaskets are not recom mended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Draw Bolts: 14 - 24" (350 . 600 mm) only: Heat treated oval neck track bolts conforming to ASTM A-183. NOTES Style 741 and 743 Vic-Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dissensions and consequently allow on linear or angular movement at the joint Working Pressure and End Load are total, from all internal and external loads, based on standard weight steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on ether pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1/2 times the figures shown. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall he installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the rightto change product specifications, designs and standard equipment without notice and without incurring obligations. Styles 741 and 743 Vic-Flange Adapters I I I I P H I I I I 10.03 VICTA01lC IS AN ISO 9001 CERTIFIED COMPANY FireLock® Fittings PRODUCT DESCRIPTION FireLock 5 products comprise a unique system specifically designed for fire protection services. FireLock full-flow elbows and tees are a CAD-developed, hydrodynamic design that has a shorter center-to-end dimension than standard fittings. A noticeable bulge allows the waterto make a smootherturn to maintain similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. Patented <0> See Victaulic publication 10.01 for details. DIMENSIONS .-C to to E No. 001 No. 003 C i- to E - C 1bto No. 002 No. 006 No. 001 No. 003 No. 002 No. 006 Fitting Size 90 Elbow 45 Elbow Straight Tee Cap Actual Aprx. Aprx. Aprx. Thickness Aprx. Nominal Outside C to E Weight C to E Weight C to E Weight "T" Weight Diameter Diameter inches Each inches Each inches Each inches Each Inches/mm inches/mm mm Lbs/kg mm Lbsikg mm Lbs/kg mm Lbsikg 1 '/4 1.660 - - - - - - 0.02 0.3 32 42.4 - - - - - - 21 0.1 111, 1.900 2.75 1.2 1.75 0.9 2.75 2.0 0.82 0.4 40 40,3 70 0.5 45 4.1 70 0.9 21 0.2 2 2.375 2.75 1.1 2.00 1.8 2.75 2.4 0.88 0.6 50 00.3 70 1 0.8 51 1 0.0 70 1 1.1 22 0.3 21/2 2.875 3.00 3.1 2.25 2.2 3.00 3.6 088 1.0 65 73.0 76 1.4 57 1.0 76 1.6 22 0.5 76.1 win 3.000 3.00 3.30 2.25 2.4 - - - - 76.1 76 1.5 57 1.1 - - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 80 2.4 22 0.5 4150 4.00 5.7 3.00 5.1 4.00 7.5 - 108 mm 100.0 102 2.6 76 2.3 102 3.4 - - 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 59 111 m 6.250 5.50 12.6 3.50 9.2 3.50 17.9 - - 158.8 140 5.7 89 4.2 140 8.0 - - 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 150 160.3 140 8.3 89 5.3 140 10.3 25 2.7 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 I I I I I I I I ® REGISTERED TRADEMARK OF VICTAULIC - ©COPYRIGHT 2006 VICTAULIC -PRINTED IN U.S.A.- SKU AWCAS-67PJUX United States . Phone: 1-800-PICK.VIC (1-800-142-5842) Fax: 610-250-8817 . e-mail: pickoicm'victaulic.coixi Canada Phone: 905-8847444 . Fax: 9058849774 e-mail: viccanada@victaulic.com Europe Phone: 32-9-381-1500 . Fax: 32-9-380-4438 . e-mail: xiceoromxictanlic,be UK Phone: 44(0)1438741100 . Fax: 44(0)1438313883 . e-mail: vice uro@victanlic.he Central and South America . Phone: 610-559-3300 . Fax: 610-559-3608 . e-mail: nical@victaulic.com Australasia . Phone: 86-21-54253300 . Fax: 86-21-54253671 . e-mail: xicap@xictanlic.com 1539 REV F 10.03 FLOW DATA Frictional Resistance Fitting Size Equivalent Feet/meters of Straight Pipe Actual Straightlee Nominal Outside No. 002 Diameter Diameter 90° Elbow 45° Elbow Inches/mm Inches/mm No. 001 No. 003 Branch Run 1 '/4 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 11/2 1.900 2.2 1.1 5.5 2.2 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 -1.1--0.5 2.6 1 _1. 21/ 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 761 1011) 3.000 4.5 2.3 11.0 4.5 16.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 108 0)10 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 100 114.3 2,1 1.0 4.9 2,) 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 6.250 9.4 4.9 25.0 9.6 159 mm 158.8 2.9 1.5 1.6 2.9 6 6.625 10.0 5.0 25.0 10.0 150 168.3 3.0 1.5 7.6 3.0 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 1 4.0 The 110w data listed is based upon the pressure drop 01 Schedule 40 pipe. MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASIM A-536, grade 65-45-12 Fitting Coating: Orange enamel Optional: Hot dipped galvanized This product shall be manufactured by Victaulic orto Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Viclaulic reserves the rightto change product specifications, designs and standard equipment without notice and without incurring obligations. 2 Fire Lockw Fittings I I I I I I I I I I I I I I I I I 1 I 10.21 VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY No. 67 Vic®-End II End of Run Fitting PRODUCT DESCRIPTION The No. 67, Vice-End II, End of Run Fitting is the fast, easy, economical way to end a branch line, The fitting installs easily with standard Firetocka couplings and allows direct head connection, sprigs or drops. Available in 11/4, 11/2, 2 and 21/2 (32 - 65 m nl) sizes, the fittings can be supplied with 1/2, 3/4, or 1" (15, 20 Cr...;o or 25 mm) female threaded (N PT) outlet (BSPT option available). The 90 reducing outletfitting is U L/U LC Listed and FM Approved for a maximum rated working pressure of 500 psi (3450 kPa). See Victaulic publication 10.01 for details. DIMENSIONS, PERFORMANCE SIZE Approx. Nominal Inches C to E Weight Each Equivalent mm Inches/mm LbsJkg Feet/meters of Pipe 1/4 X 'I, NPT 2.38 1.4 2.8 32 A 15 NPT 61 0,6 0,9 X 3/4 NPT 2.38 1.4 2.8 20 DPI 61 0.6 0,9 X 1 NPT 2.38 1.4 2.8 II 25 NPT 61 0,6 0,9 11/2 X 1/2 N PT 2.50 1.6 2.9 40 A 15 NPT 64 0,1 0.9 X '9 NPT 2.50 1.6 2.9 O 20 NPT 64 03 0,9 X 1 NPT 2.50 1.6 2.9 5 25 NPT 64 0.7 0,9 2 X 1/2 NPT 2.75 1.7 4.0 50 A 15 NPT 70 0,8 1,2 U 3/4 NPT 2.75 1.7 4.0 O 20 DPI 70 0,8 1.2 X 1 NPT 2.75 1.1 4.0 O 25 NPT 70 0,6 1,2 21/2 X 1/ NPT 3.00 2.0 5.7 65 0 15 NP) 16 0,9 1.7 X 3/4 NPT 3.00 2:0 5.7 O 20 NPT 16 0.9 13 1 NPT 3.00 2.0 5.7 O 25 NPT 16 0,9 1,7 MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12, painted Orange Enamel. Ductile iron conforming to ASTM A-395, grade 65-45-15, is available upon special request. Optional: Galvanized - hot dipped. Outlet: N PT Optional: BSPT This product shall be manufactured by Victaulic 0110 Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the rightto change product specifications, designs and standard equipment without notice and without incurring obligations. ® REGISTERED TRADEMARK OF VICTAUUC - @ COPYRIGHT 2005 VICTAUUC - PRINTED IN U.S.A. - SKU 0WCAS-61)CGPW 3209 REV C United States Phone: 1-800-PlCK-VlC (1-800-742-5842) Fax: 610.250.8817 e-mail: picknic@victaulic.com Canada Phone: 905-884-1444 Fax: 905.884.9774 e-mail: niccaxada@xictaulic.com Europe Phone: 32.9.381-1500 Fax: 32-9-380.4438 e-mail: xiceure@victaulic.be OK Phone: 44(0)1438141100 Fax: 44(0)1438313883 e-mail: xiceuro@victaulic.be Central and South America Phone: 610-559-3300 Fax: 610-559-3608 e-mail: nical@xictaulic.com Australasia Phone: 86-21-58855151 Fax: 86-21-58851298 e-mail: xicap@xictaxlic.com jcta uI c® f4- C to E -* I I I I I I I I I I I I 1 I I I [1 I I I I I I VALVES LI I I 1 I I I I I I I I I I I 175 PSI WWP Bronze Angle Valves Fire Protection Valve • Screw-in Bonnet • Integral Seat • Renewable Disc I ncicion Resists 115 PSI/12.1 Bar Non-Shock Cold Water CONFORMS TO MSS SP-80 • UL/ULC LISTED* MATERIAL LIST PART SPECIFICATION Handwheel Nut 300 Series Stainless Steel Identification Plate Aluminum Handwheel Aluminum Commercial Alloy C38000 Stem Silicon Bronze ASTM B371 Alloy C69430 Packing Gland Bronze ASTM B62/ ASTM B16t/ ASTM B584 Alloy C84400 Packing Nut Bronze ASTM B62/ ASTM B584 Alloy C84400/ASTM 1316 Packing Non Asbestos Aramid Fibers w/Graphite Bonnet Bronze ASTM B62 Alloy C83600 Disc Holder Nut Bronze ASTM B62 Alloy C83600 Disc Holder Bronze ASTM B62 Alloy C83600 Seat Disc Nitrile (W) (11/4 - 2) PTFE (V) (21/2 - 3) Seat Disc Nut Bronze ASTM B62/ ASTM B96 Alloy C65100 w/SS Washer Body Bronze ASTM B62/B584 Alloy C83600 2½" and 3" size only t Not on 2" DIMENSIONS-WEIGHTS -QUANTITIES Size In. mm. In. A mm. Dimensions B In. mm. H In. mm. Weight Box Lbs. Kg. Oty. Master Ctn. Qty, 11/4 32 2.19 56 6.13 156 2.19 56 3.71 1.69 1 10 11/2 40 2.38 60 7.19 183 2.38 60 5.54 2.52 1 10 2 50 2.25 57 7.25 184 2.25 57 6.72 3.05 1 10 "21/2 65 3.19 81 10.56 268 3.19 81 16.13 7.33 1 2 "3 80 3.88 86 11.13 283 3.88 86 21.72 9.87 1 2 ULJULC Listed for sizes for trim and drain use (Subject 258) -Sizes 11/4 . 11/2 . 2. **Sizes 21/2 and 3 supplied as T-311-Y with PTFE seat disc. Subject to AHJ Approval. NOTE: See KT-61-UL for 1/2"-1 sizes. I D NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART. IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.8883364226 • INTERNATIONAL OFFICE PH: +1.574295.3327 • FAX: +1.574.295.3455 I [.1 I I ri I I I [1 I I 1 I T-301-W Threaded N T-301-W NPTx NPT I I KT-65-UL Threaded F OPEN KT-65-UL NPTx NPT I 175 PSI WWP Bronze Globe Valves ncificaen Fire Protection Valve • Threaded Ends • Rubber Disc • Screw Over Bonnet Resist I I [T I 175 PSI/12.1 Bar Non-Shock Cold Water UL LISTED* MATERIAL LIST PART SPECIFICATION 1 Handwheel Aluminum Handwheel Screw Carbon Steel Stainless Steel (1) Stem Bronze ASTM B584 Alloy C84400 or ASTM B505 Alloy C84400 Packing Nut Bronze ASTM B584 Alloy C83600 or ASTM B16 Packing Graphite Impregnated (Non Asbestos) Bonnet Bronze ASTM B584 Alloy C84400 Body Bronze ASTM B584 Alloy C84400 Seat Disc EPDM Rubber (1/4 - 3/8) Nitrile (1/2 - 1") Seat Screw Stainless Steel Pack Washer Sheet Brass I I I I I I DIMENSIONS—WEIGHTS—QUANTITIES Dimensions Size A B Weight Box Master In. mm. In. mm. In. mm. Lbs. Kg. Qty. Ctn. Qty. t¼ 8 2.00 50 2.75 70 .48 .22 10 100 t3/8 10 2.00 50 2.75 70 .45 .20 10 100 1/2 15 2.28 58 3.12 79 .68 .31 10 60 3/4 20 2.28 58 3.12 79 .74 .34 10 60 1 25 3.12 79 4.50 114 1.68 .76 5 25 UL Listed for Trim and Drain use (Subject 258)— sizes ½', 3/4', 1,. Size 1/4" and /8' supplied as KT-55 (Not UL Listed). Subject to AHJ Approval. I NOTE: See KT-211-W-UL for 114' -2' sizes. I I I I NIBCO INC. WORLD HEADQUARTERS • 1516 MIDOLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1,800,234.0227 TECH SERVICES PH: 1.888446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455 tq a Worldwide Fire Protection Contacts i www.tyco-fire.com Products Model CV-IFR Grooved-End Riser Check Valves 2 to 12 Inch (DN50 to DN300) General Description The TYCO Model CV-1FR Grooved- End Riser Check Valve is a compact and rugged swing-type unit that al- lows water flow in one direction and prevents flow in the opposite direc- tion. A resilient elastomer seal fac- ing on the spring-loaded clapper ensures a leak-tight seal and non- sticking operation. The Model CV-1FR Riser Check Valves are designed to minimize water hammer caused by flow reversal. The Model CV-1FR Riser Check Valve is furnished with grooved ends and can be installed using GRINNELL Grooved Couplings or GRINNELL Figure 71 Flange Adapters. The Model CV-1FR Riser Check Valves have been designed with a removable cover for ease of field main- tenance. These valves can be installed horizontally (with cover in the upward position) or vertically with the flow in the upward direction. Refer to Figure 6. To facilitate their use in wet-type auto- matic sprinkler system risers, the Model CV-1 FR Riser Check Valves are provid- ed with threaded outlets for pressure gauges and a drain connection. They provide a more compact and economi- cal alternative to an alarm check valve where a water motor alarm is not re- quired. Provisions must be made for a local alarm using an approved flow switch (not included). The Model CV-1 FR Riser Check Valve is also Listed for use in conjunction with the TYCO DV-5 Deluge Valve in Preaction Systems under air pressure without the use of prime water. The Model CV-1FR Riser Check Valves are a redesign for the Central Figure 590FR and GRINNELL Figure 590FR. NOTICE The Model CV-1FR Riser Check Valve described herein must be installed and maintained in compliance with this document and with the applicable stan- dards of the National Fire Protection Association, in addition to the stan- dards of any authorities having juris- diction. Failure to do so may impair the performance of this device. Never remove any piping component nor correct or modify any piping defi- ciencies without first de-pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired de- vice performance. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. Contact the installing contractor or manufacturer with any questions. Technical Data Approvals UL, C-UL Listed FM Approved Sizes 2 to 12 Inch (DN50 to DN300) Maximum Working Pressure 300 psi (20,7 bar) Valve Assembly Finish Red, non-lead paint APPROVED Installation The Model CV-1 FR Riser Check Valves are to be installed in accordance with this section: The arrow cast on the Body must point in the direction of the flow. Valves installed vertically must be positioned with the flow in the up- ward direction. Valves installed horizontally must be positioned with the Cover facing up. Refer to Figure 6. Grooved-end pipe couplings used with the Model CV-1FR Riser Check Valve must be installed in accordance with manufacturer's instructions. NOTE: Valves should be installed a reasonable distance downstream from pumps, elbows, expanders, reducers, or other similar devices to extend the valve life. Standard piping practices call for a minimum of five (5) times the pipe diameter for general use. Page 1 of 6 JULY 2014 TFP950 I TFP95O Page 2 of 6 A B- 1/4 1/4 NPT NPT - OR L 42 D Nominal Dimensions Nominal Pipe Size Inches Cover Approx. (mm) Bolt Torque Weight Lbs. ANSI O.D. K Lbs.-ft. (kg) Inches Inches A B C D E F J Inches (Nm) DN (mm) NPT 2 2.375 6.75 4.38 1.96 2.57 3.25 4.37 1.56 1 18 9.0 DN50 (60,3) (171,5) (111,3) (49,8) (65,3) (82,3) (111,0) (39,6) (25) (4,5) 2-1/2 2.875 8.00 5.38 2.63 3.09 3.87 5.12 1.73 1-1/4 39 10.0 DN65 (73,0) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,9) (54) (4,5) 76,1 - 8.00 5.38 2.63 3.09 3.87 5.12 1.72 1-1/4 39 10.0 DN65 (76,1) (203,2) (136,7) (66,8) (78,5) (98,3) (130,0) (43,7) (54) (4,5) 3 3.500 8.37 5.72 2.81 3.31 3.87 5.12 1.72 1-1/4 39 11.0 DN80 (88,9) (212,6) (145,3) (71,4) (84,1) (98,3) (130,0) (43,7) (54) (5,0) 4 4.500 9.63 6.68 3.80 3.63 4.53 5.78 2.12 2 50 25.0 DN100 (114,3) (245,6) (169,7) (96,5) (92,2) (115,4) (146,8) (53,8) (69) (11,3) 139.7 - 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 DN125 (139,7) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 5 5.563 10.50 7.40 4.46 4.13 4.90 7.00 2.09 2 39 29.0 DN125 (141,3) (266,7) (188,0) (113,2) (104,9) (124,5) (177,8) (53,1) (54) (13,2) 165.1 - 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (165,1) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 6 6.625 11.50 8.00 4.62 4.50 5.00 7.25 2.00 2 60 47.0 DN150 (168,3) (292,1) (203,2) (117,4) (114,3) (127,0) (184,2) (50,8) (82) (21,3) 8 8.625 14.00 10.14 6.67 5.52 5.46 10.50 2.43 2 120 66.0 DN200 (219,1) (355,6) (257,6) (169,4) (140,2) (138,7) (266,7) (61,7) (164) (30,0) 10 10.750 18.00 12.38 8.62 6.41 7.50 10.75 3.38 2 130 109.7 DN250 (273,1) (457,2) (314,5) (218,9) (162,8) (190,5) (273,1) (85,9) (178) (4914) 12 12.750 21.0 14.28 9.93 7.27 7.62 10.00 3.13 2 130 151.0 DN300 (323,9) (533,4) (362,7) (252,2) (184,7) (193,5) (254,0) (795) (178) (68,0) FIGURE 1 MODEL CV-1FR RISER CHECK VALVES NOMINAL DIMENSIONS I I I I I I I I I I I I I I I I I I 1 Page 4 of 6 I I I I I Nominal Dimensions Nominal Pipe Size Inches (mm) ANSI O.D. E Inches Inches A B C D Inches DN (mm) NPT 2 2.375 6.75 5.87 3.25 9.52 1 DNSO (60,3) (171,5) (149,1) (82,6) (241,9) 2-1/2 2.875 8.00 6.66 3.87 10.80 1 -1/4 DN65 (73,0) (203,2) (169,2) (98,3) (274,3) 76,1 - 8.00 6.66 3.87 10.80 1 1/4 DN65 (76,1) (2032) (169,2) (98,3) (274,3) - 3 3.500 8.37 6.88 3.87 11.02 1-1/4 DN80 (88,9) (212,6) (174,8) (98,3) (279,9) 4 4.500 9.63 7.63 4.53 11.92 2 DN100 (114,3) (244,6) (193,7) (115,1) (302,7) 139,7 - 10.50 8.13 4.90 12.42 2 DN125 (139,7) (266,7) (206,4) (124,5) (315,4) 5 5.563 10.50 8.13 4.90 12.42 2 DN125 (141,3) (266,7) (206,4) (124,5) (315,4) 165,1 - 11.50 8.50 5.00 12.79 2 DN150 (165,1) (292,1) (215,8) (127,0) (324,8) 6 6.625 11.50 8.50 5.00 12.79 2 DN150 (168,3) (292,1) (2158) (127,0) (324,8) 8 8.625 14.00 9.52 5.46 13.81 2 DN200 (219,1) (355,6) (241,7) (138,7) (350,7) 10 10.750 18.00 10.41 7.50 14.70 2 DN250 (273,1) (457,2) (264,3) (190,5) (373,3) 12 12.750 21.00 11.27 7.62 15.56 2 DN300 (323,9) (533,4) (286,1) (193,5) (395,2) FIGURE 4 MODEL CV-IFR RISER CHECK VALVE WITH TRIM COMPONENTS NOMINAL DIMENSIONS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TFP95O Page 5 of 6 P/N 59-591-1-020 2 Inch (DN50) NO. DESCRIPTION QT P/N 1 300 psi/ 2000kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4 Gauge Test Valve . .2 46-005-1-002 3 1/4 Plug .............2 OH 4 1 Angle Valve .........1 46-048-1-006 5 1/4 x2 Nipple........1 OH 6 1/4x5 Nipple........1 OH 7 1 x3 Nipple .......... 1 CH P/N 59-591-1-030 2-1/2 Inch (DN65) through 3 Inch (DN80) NO. DESCRIPTION QTY P/N 1 300 psi/ 2000 kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4 Gauge Test Valve . .2 46-005-1-002 3 1/4 Plug .............2 CH 4 1-1/4 Angle Valve......1 46-048-1-007 5 1/4 x2 Nipple........1 CH 6 1/4x5 Nipple ........ 1 OH 7 1-1/4 x 3 Nipple ......1 OH P/N 59-591-1-080 4 Inch (DN100) through 12 Inch (DN300) NO. DESCRIPTION QTY. P/N 1 300 psi! 2000 kPa Water Pressure Gauge . . 2 92-343-1-005 2 1/4 Gauge Test Valve . . 2 46-005-1-002 3 1/4 Plug .............2 CH 4 2 Angle Valve .........1 46-048-1-009 5 1!4x2 Nipple ........ 1 OH 6 1!4x5 Nipple........1 OH 7 2 x 3 Nipple .......... 1 OH FIGURE 5 MODEL CV-IFR RISER CHECK VALVES TRIM PARTS LIST COVER OUTLET INLET COVER OUTLET FLOW 4M FLOW INLET VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 6 MODEL CV-1FR RISER CHECK VALVES INSTALLATION MODEL CV-1 FR RISER CHECK VALVE SUPPLY PRESSURE GAUGE NOTES: All Fittings and Nipples are galvanized (Standard Order). CH: Common Hardware. MAIN DRAIN VALVE (NORMALLY I Page 6 of 6 Care and Maintenance Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local re- quirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Model CV-IFR Check Valves Specify: Size and P/N (below). 2"(DN50) ...............P/N 59-590-1-020 2-1/2(DN65) ............ P/N 59-590-1-025 76,1 mm (DN65) .........P/N 59-590-1-076 3(DN80) ...............P/N 59-590-1-030 4(DN100) ..............P/N 59-590-1-040 139,7 mm (DN125) .......P/N 59-590-1-139 5.. (DN125) ..............P/N 59-590-1-050 165,1 mm (DN150) .......P/N 59-590-1-165 6" (DN15O) ..............P/N 59-590-1-060 8"(DN200) .............. P/N 59-590-1-080 10" (DN250) .............P/N 59-590-1-100 12(DN300) ............. P/N 59-590-1-120 Model CV-IFR Riser Check Valve Trim Assembly Specify: Size and P/N (below). 2(DN50) ...............P/N 59-591-1-020 2-1/2(DN65) ............ P/N 59-591-1-030 76,1 mm (DN65) .........P/N 59-591-1-030 3(DN80) ...............P/N 59-591-1-030 4(DN100) ..............P/N 59-591-1-080 139,7 mm (DN125) .......P/N 59-591-1-080 5"(0N125) ..............P/NJ 59-591-1-080 165,1 mm (DN150) .......P/N 59-591-1-080 6"(DNJ150) ..............P/N 59-591-1-080 8"(DN200) .............. P/N 59-591-1-080 10- (DN250) .............P/N 59-591-1-080 12"(DN300) .............P/N 59-591-1-080 I I I I I I I I I I I I I I I I I GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 I Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqcci Fire Protection Products GLR300G GLR300W _______ U 4077 Airpark Dr. Standish, Ml 48658 989-846-4583 www.globesprinklercom FIRE SPRINKLER CORPORATION Technical Support. 989-414-2600. techservicegIobesprinkIer.com DUCTILE IRON BUTTERFLY VALVES 2W', 3", 4", 6", 8" I MODEL GLR300G GROOVED END MODEL GLR300W WAFER STYLE I I GENERAL DESCRIPTION The Globe Models GLR300G and GLR300W Ductile Iron I Butterfly Valves are indicating type valves designed and list- ed for use in fire protection systems. These valves are rated for a maximum working pressure of 300 psi (20 bar) and I provide a visual indication as to whether the valve is open or closed. They are provided with 2 sets of factory installed Form-C internal supervisory switches monitoring the valves in the normally open position. These supervisory switches I transfer their electrical contacts within the first two revolutions of the handwheel towards the closed position. The valves are available with grooved end connections (GLR300G) or as a I wafer style (GLR300W). The GLR300G and GLR300W are typically used as system indicating control/shutoff valves. TECHNICAL DATA I Approvals UL ULC I 9 F Factory installed UL Listed and FM Approved Double Tamper Switch for indoor and outdoor use. Maximum Working Pressure I . 300 psi (20 bar) Materials of Construction Body: Ductile Iron I . Disc: Ductile Iron Stem: Stainless Steel Housing: Ductile Iron Handwheel: Ductile Iron I • Indicator: Ductile Iron I NOTE: I Users should refer to Globe's web site (www.globesprinkler.com) to assure that the most recent technical literature is being utilized. MAY 2017 GFV-610 PAGE 1 OF 5 MODEL GLR300G GROOVED END 2"- 8" D 00 LL IJ 111111 CD Lo m E TAMPER RESISTANT 3" - I- FASTENER (75) I (60) E 4.4" 2.4" (127) (111) (62) SIZE A B C D E F WEIGHT LENGTH in (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lb. (kg) (mm) 21/2" 3.8 2.87 5.04 5.31 4.13 5.31 19.84 8 (65) (96.4) (73.0) (128) (135) (105) (135) (9.0) (2438) 3" 3.8 3.5 5.04 5.60 4.41 5.31 20.94 6 (76) (96.4) (88.9) (128) (142) (112) (135) (9.5) (1828) 4" 4.5 4.5 5.04 6.89 5.71 5.31 25.35 5 (100) (115.4) (114.3) (128) (175) (145) (135) (11.5) (1524) 6" 5.2 6.63 8.66 8.23 7.05 7.60 38.58 7 (150) (132.4) (168.3) (220) (209) (179) (193) (17.5) (2134) 8" 5.8 8.63 8.66 9.21 8.03 7.60 50.71 4 (200) (147.4) (219.1) 1 (220) 1 (234) 1 (204) 1 (193) 1 (23.0) (1220) FIGURE 1 MAY 2017 GFV-610 PAGE 2 OF 5 I Li I I I I I I I I I I I I I I I I MODEL GLR300W WAFER END 2"- 8" D i OB lDi II t.I 111111 III I!;ItA OE ; (0 / 2.4- (75) (60) F G 4.7 4.L 2.4" (119.5) TAMPER RESISTANT (111) (62) FASTENER SIZE A B C D E F WEIGHT lb LENGTH (mm) in. (mm) in. (mm) in. (mm) in (mm) in. (mm) in (mm) (kg) (mm) 21/2 ' 1.81 5.04 5.31 6.53 5.88 5.35 19.84 8 (65) 1 (46) (128) (135) (166) (149.4) (136) (9) (2438) 3" 1.81 5.04 5.31 6.81 6.62 5.63 20.50 6 (76) (46) (128) (135) (173) (168.2) (143) (9.3) (1828) 4" 2.05 5.04 5.31 7.32 7.88 6.14 22.05 5 (100) (52) (128) (135) (186) (200.2) (156) (10) (1524) 6" 2.20 8.66 7.60 8.58 10.62 7.40 31.97 7 (150) (56) (220) (193) (218) (269.8) (188) (14.5) (2134) 8" 2.28 8.66 7.60 10.0 13.0 8.74 41.89 4 (200) (58) (220) 1 (193) (252) 1 (330.2) 1 (222) 1 (19) 1 (1220) FIGURE 2 MAY 2017 GFV-610 PAGE 3 OF 5 I 1] 1 1 I [I I I I I I I I I Li I I I I I I I I I I I I I I I I FLOW RATE - LPM 300 500 700 1000 2000 5000 10000 20000 - - - - ____________1 .50 6.0— t I t ......!t ???*__+ 4--•--rt-t'-t- + .4.. .1 '-t .OW ___ 40 50_X -L-±4_± t•r: tt: E 30 40- - I . 30-- 20 /1/11/ 1=1 ! _ 0. 0. EEEEH__ of __ __ 7'04 :: iiViLxi / __ Lu CL E/ LtIt CL : 01 .009 .007 .006 6070 100 200 300 400500 700 1000 2000 3000 5000 FLOW RATE - GPM I MODEL GLR300G and GLR300W FIGURE 3 I I I 1 I MAY 2017 GFV-610 I I YELLOW i - S1/ I FIRE ALARM I COMMON (WHITE) COMMON (WHITE) I CONTROL PANEL I I A END OF LINE I SUPERVISORY I CIRCUIT RED i _______ RED RESISTOR GREEN I 0 I OPERATOR CASE CONTACT RATINGS: BLUE GROUND 16A 125V/250 VAC RH GEAR OPERATO VOLTAGE COMMON (BLACK) ORANGE AUX. DEVICE SOURCE VALVE WRING SHOWN V,1TH VALVE IN OPEN POSITION FIGURE 4 I I 1-1 I I I CARE & MAINTENANCE When closing the Butterfly Control Valve for maintenance or inspection work, always first obtain permission from the prop- er authorities and notify all personnel who may be affected. All Inspections, Testing, and Maintenance, and their fre- quency, is the responsibility of the Owner and should be performed in accordance with the applicable standards of the National Fire Protection Association (i.e.: -NFPA 25), in addition to any local jurisdiction requirements which may be in place. It is recommended that a qualified contrac- tor/inspection service be contacted to perform required maintenance on the fire protection system. Any impair- ment of the Butterfly Valve must be immediately corrected. ORDERING INFORMATION SPECIFY: MODEL • SIZE • PN MODEL GLR300G 21/2"311785-G -D for 65mm ...................311790-G ...................311795-G 6" ...................311805-G -D, for 150mm 8" ...................311815-G. MODEL GLR300W 2%" ..................311836-G ...................311839-G ...................311846-G 6" ...................311861-G 8" ...................311871-G I LI I I I GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or work- manship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 www.gIobesprinkler.com Technical Support. 989414-2600 • techservicegIobesprinkIer.com MAY 2017 GFV-610 PAGE 5 OF 5 I I I I 1 LI I Sectional Floor Control Test and Drain Valve for Systems Requiring Pressure Relief Valve The AGF Model 1011 TESTANDRAIN® provides the test and express drain functions for wet fire sprinkler systems on multi-story installations requiring pressure relief (NFPA 13 and NFPA 13R). The Model 1011 features a Model 7000 Pres- sure Relief Valve with drain pipe. The Model 1011A is available in a full range of sizes (3/4"to 2) with NPT connections (BSPT available). The Model 7000 Pressure Relief Valve (UL/FM) features a flushing handle and a 175 PSI factory rating (other pressure ratings available). Complies with NFPA 13 and NFPA 13R Requirements Compact, Single-Handle Ball Valve Tamper-Resistant Test Orifice and Sight Glasses 300 PSI rated. Specifiable orifice sizes: % (2.8K), 7A6" (4.2K),! 17/32" (8.0K), 5/ (11.2K, ELO), 3%" (14.0K, ESFR), and Relieves Excess System Pressure caused by Surges or Temperature Changes Shipped with Relief Valve and Bypass Drain Ports Plugged to Expedite Pressure Testing Locking Kit Available Repair kits are available for all TESTANDRAIN valves. Kit includes: Adapter Gasket (1), Ball (1), Valve Seats (2), Stem Packing (1), and Stem Washer (1). Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 900,10 and 105% of their rating. The valves are required to CLOSE at a pressure above 80% of that rating. The relief valve should be installed where it is easily accessible for maintenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational. A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. ss-M1011Av001 06/13 TESTreDRAIN" is a registered trademark of AGF Manufacturing Inc. I I I I I I I I I I I I I 1 I I I I I I I HadN 0118 LISTED 0 VIE,' U&K9N& H1,11 Model 101 IA 300 PSI Bronze Ball Valve, Model 7000 Pressure Relief Valve WPROVED Factory Rated at 175 PSI with other setting available Dimensions SIZE A B C D E F G H 3/4" 7A6" 11/2" 26" 35/8" 33/8 49/16" 63/8" (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) lit 79/16 1. 11/2" 2/16" 3/8" 3/8" 113A6" 49A6" 6½" (191 mm) 1 (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) 1 (162.5 mm) 11/4 715A6" 111/16" 29/16" 41/4" 3½" 115A6" 5A6" 71/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 1½" 815A6" 113A6" 31/4" 51A6" 37/8" 25/a" 81/4" 107/8" (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 0 1 W 1 M I = I M I im = The Model 1011 provides the following... From the 2013 Edition of NFPA 13 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) - & 8.16.2.4.3 shall be provided with a drain 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 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. Chapter 7.1.2 - a wet pipe system shall be provided with a listed relief valve set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure, whichever is greater. Chapter 8.16.1.2.3* A listed relief valve of not less than 1/2" in size shall be provided on the discharge side of the pressure-reducing valve set to operate at a pressure not exceeding rated pressure of the system. Chapter A.8.16.1.2.3 - consideration should be given to piping the discharge from the (pressure relief) valve Model 1011 - Front View Model 1011 - Plan View Orifice Sizes /8", '/16`,C7)'7/32",%" ELO*, 34" ESFR*, andUED Materials Handle ................Steel Stem ...................Rod Brass Ball ...................... C.P. Brass Body ... ................ Bronze Valve Seat...........Impregnated Teflon Indicator Plate .... Steel Relief Valve .........Bronze Bypass Fittings... Brass Bypass Tubing.... Nylobraid Approvals UL and ULC Listed: (EX4019 & EX4533) FM Approved 0'._1WP NYC-BSA No. 720-87-SM MADE IN U.S.A. I I I I I I I I I I 7LI I .1 I AGF Manufacturing Inc. 100 Quaker Lane, Malvern, PA 19355 A Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com *Available on 11/4' to 2' size units only • *Available on 11/2" and 2 size units only I I I Job Name: Architect: Engineer: Contractor: I I I I I DEVICES & ACCESSORIES I I I P1 I I P I I I I ROFT Fire Protection Sprinkler Service Gauge For wet and dry systems ps.. PatentegJSpg SuspenV'd MoveMent 71 Underwriters abàrato Listed Factory Mutual app a d I. I .1 •• - ISO 9001 ECISTEPED FIRM I I I I I I I I I I I I I I I I I I I Fire Protection Sprinkler Service Gauge Ashcroft Fire Protection Sprinkler pressure gauges are Underwriters Laboratory Listed and Factory Mutual approved for fire protection sprinkler service. The 0/300 psi pressure range of this gauge is used on "wet' systems where water is available to the sprinkler heads. The 0/80 retard to 250 psi pressure ranges are used on dry systems where the lines are filled with air pressure until system activation. Among the features of these pressure gauges are: - The patented Spring Suspended Movement with polyester segment designed to provide unequalled shock and vibration resistance resulting in superior performance. - Ultrasonically cleaned and silicone lubricated gearing to assure smooth operation and extended gauge life. - Corrosion resistant ABS (Acrylonitrile Butadiene Styrene) case meets Underwriters Laboratory UL-393, and Factory Mutual require- ments. Product Specifications Ashcroft Model Number: 1005P, XUL Size: 31/2" Diameter Case: ABS (Acrylonitrile - Butadiene Styrene Blend) Window: Polycarbonate Dial: Black figures on white background Pointer: Black, Aluminum Movement: Patented Spring Suspended with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Connection: ¼ NPT Lower Accuracy: ASME B40.1, Grade B (±3-2-3%) Mounting: Stem Ranges: 0/300 psi (ater) 0/80 retard to 250 psi (air) IlL., U.L. of Canada Listed and FM approved. Equivalent (single or dual scale) metric ranges are available. Other U.L. standard ranges available on application. Specifications subject to change without notice. Subject to standard terms and conditions of sale. © Instrument Division, Dresser Equipment Group, Inc. 1101 CSG-3 laM ti 4 ASHCROFT r Dimensions 1/A B IME ,7 1/4 NPT - E _ - - -- - L Order Information 35 W 1005P 02L XUL 300# Dial Size: 3½" I Patented Spring Suspended Movement Case Type Number: 1005 Case Material: ABS Connection Size and Location: 1/4 NPT Lower XUL for UL 393 listed and FM approved Range: 0/300 psi Domestic Headquarters Chicago, Illinois Los Angeles, California 400 W. Lake Street 3931 MacArthur Blvd. Suite 318 Suite 202 Roselle, IL 60172-3573 Newport Beach, CA 92660 Tel: (630) 980-9030 Tel: (714) 852-8948 Fax: (630) 980-9440 Fax: (714) 852-8971 Stratford, Connecticut Mobile, Alabama 250 E. Main Street 605 Bel Air Blvd., Suite 10 Stratford, CT 06614-5145 Mobile, AL 36606 Tel: (203) 385-0670 Tel: (334) 473-1692 Fax: (203) 385-0756 Fax: (334) 473-1782 Houston, Texas 3838 North Sam Houston Parkway East,Suite 120 Houston, TX 77032 Tel: (281) 590-1092 Fax: (281) 590-7100 SIZE/TYPE A B C D E 31/2" 1005P 0.70 (94) 1.14 (29) 0.72 0.56 (69) (14.2) 0.47 (11.9) Berea, Kentucky 200 Harrison Road Berea, KY 40403 Tel: (859) 986-9333 Fax: 1-800-28 BEREA (1-800-282-3732) International Headquarters Stratford, Connecticut 250 E. Main Street Stratford, CT 06614-5145 Tel: (203) 378-8281 Fax: (203) 385-0499 (ED) POTTER EXPLOSION VSR-FEX ROOF VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD I I Service Use: Automatic Sprinkler NFPA- 13 National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090139 General Information The Model VSR-FEX is a vane type waterfiow switch for use on wet sprinkler systems located in hazardous locations as shown above. The. unit may also be used as a sectional waterflnw detector on. large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (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. Enclosure The unit is enclosed in a cast aluminum housing. The cover is held in place with six M6 x 30M socket head cap screws with property class 8.8. Installation (See Fig.2) These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15cm) of a fitting which changes the direction of the waterfiow or within 24" (61cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" and 2 1/2" (50mm and 65mm) devices require a hole with a diameter of! 1/4" + 1/8" - 1/16" (33mm ±2mm). All other sizes require a hole with a diameter of 2" ± 1/8" (50mm ±2mm). Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole. cUL, UL, CSFM and NYMEA Listed and FM Approved DEMKO 08 ATEX 0728480X 112GExdilBT6 [12 DExtDA21iP66 T85C Service Pressure: Up to 450 PSI (31 BAR) Minimum Flow Rate forAlarm: 10 GPM (38 Lpm) Maximum Surge: 18 FPS (10 m/s) Contact .Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Resistive Conduit Entrances: Two conduit entrances provided for V2' conduit with Vz" NPT threaded connections Environmental Specifications: For use in hazardous locations, Classified as: Class I: Groups C. D, Div. I Class 11: Groups E, F, G, Div. I Class III: Div. 1 Suitable for indoor or outdoor use with factory installed gasket and cast aluminum housing NEMA4 Rated Enclosure use with appropriate conduit fitting Temperature: 40°F/120°F, 4,5°C149°C Non-corrosive sleeve factory installed in saddle SizesAvailable: Pipe schedules 10 thru 40, sizes 2' thru 8" (50mm thru 200mm) 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. 'Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs. (68 n-m) of torque. See Fig. 2. The vane must not rub the inside of the pipe or bind in any way. Switch Terminal Connections Clamping Plate Terminal Fig. I D\V(A 923.3 I A CAUTION I An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. I I I I I I I I I I 1 I I I I Potter Electric Signal Company, LLC • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833. www.pottersignal.com PRINTED IN USA MFG. #5400805 - REV N PAGE 1 OF 3 I 8/08 TO INSTALL DRILL A HOLE AS INDICATED: I I I I PIPE SIZE: HOLE SIZE 2 to 2-I/2 I-I/4 +1/8* -I/16 (50mm to 65mm) (33mm ±2mm) 3' to 8' 2' ±1/8' (80mm to 200mm) (50mm ±2mm) DIRECTION WATERFLOW DWG. 11805-I MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW APPROX. RETARD SETTINGS (IN SECS.) S S AB ID2 20_41 Ic lo °-°I I 80-90 e BE ~ N POTTER EXPLOSION PROOF ROOF VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Fig. 2 TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL 50FT.-LBS 68 ( n-m) OF TORQUE a I I I U I RETARD ADJUSTMENT: To CHANGE TIME TURN KNOB (EITHER DIRECTION) FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PREVENT FALSE ALARMS, A 'Er SETTING IS USUALLY ADEQUATE FOR THIS, FACTORY IS SET TO B'. DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME àCAUTION When this device is to be installed in an area that is classified as "Hazardous", the person responsible for safety in the area should be contacted to determine if the tools and operations required for the installation of the device and associated components are permitted in the area. To reduce the risk of ignition of hazardous atmospheres, disconnect supply circuits before opening enclosure. Keep cover tightly closed when in operation. Cover screws must be torqued to a minimum of 20 in. lbs. Fig. 3 Typical Electrical Connections I I U Notes: The Model VSR-FEX 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. Note: For supervised circuits see "Switch Tenninal Connections" drawing and caution note (Fig. 1). OPEN CONTACTS 2 SETS OF NORMALLY WVrERFLOW ZONE EOLR FROM CI.OSE ON AlARM ON FIRE PANEL FIRE PANEL FOLk I LEE 9 IR THE N.C. AND N.O. MARKINGS ON POSITIVE DC TIlE SWITCH ARE FOR AN ALARM OR HOT AC CONDITION. REI.L NEGATIVE DC OR THE CONTACTS ARE REVERSES NEUTRAL AC WhEN THE DEVICE IS IN THE NORMAL CONDITION. U I I 111 I I PRINTED IN USA MFG. #5400805 - REV N PAGE 2 OF 3 I 8/08 POTTER EXPLOSIONfiDh P VSR-FEX ROOF VANE TYPE WATERFLOW MUY. The Symbol of Protection ALARM SWITCH WITH RETARD I I Testing The frequency of testing for the model VSR-FEX and its associated protective monitoring system should be in accordance with applicable NFPA Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should 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-FEX is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. Important Notice Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. I I I Fig. 4 Joints and Clearances Minimum Joint Width LI I I I UIII WWW 1 /AgJI SECTION A-A NOTE: WITH COVER SCREWS TIGHTEND TO 20-25 IN/LBS (2.26-2.825 Nm) THE BASE TO COVER JOINT GAP MUST BE LESS THAN .0015 IN. (.038mm). Max Clearance I 'n. N MI[ot" I am-n- - I 0--il I I I I I I I ?9.72] SHAFT 0.2407 oo2 aws HOLE 0.2507 4,02 [631 0] DETAIL F MAX CLEARANCE .0032 IN. (.08mm.) 13 WOO 805-2 I PRINTED IN USA MFG. #5400805 - REV N PAGE 3 OF 3 I 8/08 I CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM I LISTING SERVICE LISTING No. 7770-0328:0001 Page 1 of 1 CATEGORY: 7770 -- VALVES/SWITCH ES LISTEE: Potter Electric Signal Co1609 Park 370 Place, Hazelwood, MO 63042 Contact: Bill Witherspoon (314) 595-6900 Fax (314) 595-6999 I Email: BillWpottersignal.com DESIGN: Vane and pressure type water flow alarm switches listed below. Refer to listee's data sheet for detailed product description and operational considerations. I Vane Types: VSR-CF VSR-D VSR-F VSR-SF I VSR-FE-2 VS-SP VS-F VSR-SFG VSR-SFT VSG VSR VSR-S VSR-C VSR-ST VSR-SG Pressure Type: WFS-B WFSR-C WFSPD-B PSIO I PS-10A PS-100A WFSR-F INSTALLATION: In accordance with listee's printed installation instructions, applicable codes and ordinances and I in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, model number and UL or FM label. I APPROVAL: Listed as waterflow alarm switches for use with fire sprinkler systems. Vane models may be used in wet pipe systems; pressure models may be used in wet or dry systems. Model VSR-CF is for use on K, L or M copper pipe (2", 2-1/2", 3", 4") and listed CPVC pipe (2", 2-1/2", 3"). I Model VSR-SF for use on 1", 1-1/4", 1-1/2" and *2 steel, copper or listed plastic pipe. Model VSG is for low flow rate. Model VSR-SFG and VSR-SFT are for use on 1", 1-1/4", 1-1/2" and *2 plastic pipe. Models VS-F, VSR-F, VSR-FE and VSR-FE-2 is for use on 2", 2-1/2", 3", 3-1/2", 4", I 5", 6", 8" and 10" pipe. *Model VSR is for use on steel pipe sizes from 2" through 8". Vane type switches may be used outdoors when the outdoor temperature never falls below 40oF. 11, I Rev*5172007 jw This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed I the test results and/or other data but does not make an an endorsement or recommendation of the item listed. independent verification This listing should of any claims. This not be used to listing is not verify correct ftVIG operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other I Date Issued: July 01, 2017 Listing Expires June 30, 2018 Authorized By: DAVID CASTILLO, Program Coordinator Fire Engineering Division